id,LAT,LON,UTM_ZONE,UTM_E,UTM_N,UTM_HORDAT,DEPTH,DEPTH_DEV,DEPTH_REF,SITE,LOCALITY,COUNTRY,TYPE,AZI,AZI_SD,QU_AZI,REG,Nb,TOP,BOT,S1_MAG,S1_MAG_SD,S1_MAG_EFF,S2_MAG,S2_MAG_SD,S2_MAG_EFF,S3_MAG,S3_MAG_SD,S3_MAG_EFF,Shmin,Shmin_SD,Shmin_lowb,Shmin_uppb,Shmin_eff,SHmax,SHmax_SD,SHmax_lowb,SHmax_upp,SHmax_eff,Sv,Sv_SD,Sv_eff,YOUNG,POISSON,ROCK,AGE,rho_rock,TS_insitu,P0,Pc / Pb,Pb_SD,Pr,Pr_SD,Psi,Psi_SD,LOP,FPP,FPP_SD,FCP,FCP_SD,V_inj,frac_AZ,frac_DIP,doubt_entry,COMMENT,REF1,REF1_DOI,REF2,REF2_DOI,REF3,REF3_DOI,QUALITY
BM1,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,NF,,,,,,,,,,,,,43,2,,,,,,,,,82.02,4.36,,,,,,,,31,,,,,,,,,,,,,,,,friction coefficient: 0.75,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BM2,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,NF,,,,,,,,,,,,,41,2,,,,,,,,,82.02,4.36,,,,,,,,31,,,,,,,,,,,,,,,,friction coefficient: 0.9,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BM3,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,TF,,,,,,,,,,,,,,,,,,253,11,,,,,,,,,,,,,,,,,,,,,,,,,,,,,friction coefficient: 0.75; Shmax upper bound,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BM4,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,TF,,,,,,,,,,,,,,,,,,288,14,,,,,,,,,,,,,,,,,,,,,,,,,,,,,friction coefficient: 0.9; Shmax upper bound,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BM5,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,SS,,,,,,,,,,,,,62.04,,,,,171.93,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BM6,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,NS,,,,,,,,,,,,,42.24,,,,,81.84,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,BUDAMO2017,10.1007/s00531-017-1518-1,,,,,E
BR1987-28,49.86,12.2,,,,,0.206,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,4.8,,,,,7,,,,,5.4,,,,,,,,6.3,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-29,49.86,12.2,,,,,0.214,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,5.2,,,,,5.7,,,,,5.6,,,,,,,,7.4,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-30,49.86,12.2,,,,,0.222,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,5.5,,,,,,,,,,5.8,,,,,,,,10.8,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-31,49.86,12.2,,,,,0.23,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,5.1,,,,,6.4,,,,,6,,,,,,,,11.7,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-32,49.86,12.2,,,,,0.266,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,4.9,,,,,5.2,,,,,6.9,,,,,,,,4.3,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-33,49.86,12.2,,,,,0.3298,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,7.5,,,,,,,,,,8.6,,,,,,,,7.9,,,,,,,,,,,,,,,,,"detailed report on technical implementation and lithological conditions, but SD info missing and no datailed itemization of succesive cycles.",BAUMRU1987,,,,,,B
BR1987-34,49.86,12.2,,,,,0.384,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,,,,,,7.6,,,,,10,,,,,,,,7.2,,,,,,,,,,,,,,,,,ranked as C although Shmin is missing because the reference is considered as reliable in general,BAUMRU1987,,,,,,C
BR1987-35,49.86,12.2,,,,,0.4339,,,FAL/PB7,Falkenberg PB 7,Germany,HF,,,,,,,,,,,,,,,,,,,,,,-9.7,,,,,11.3,,,,,,,,4,,,,,,,,,,,,,,,,,ranked as C although Shmin is missing because the reference is considered as reliable in general,BAUMRU1987,,,,,,C
BR1990-1,49.875,12.505,,,,,0.227,,,,Griesbach,Germany,HF,,,,,,,,14,,,9,,,6.35,,,9,0.3,,,,14,1.5,,,,6.35,,,,,gneiss/granitoid,,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,BAUMRU1990,,,,X
BR1990-2,49.866,12.2,,,,,0.434,,,,Falkenberg,Germany,HF,,,,,,,,12.1,,,9.1,,,7.7,,,7.7,0.6,,,,9.1,0.8,,,,12.1,,,,,,,,,,,,,,,,,,,,,,,,,linear least square fit model integrating Falkenberg HF-data,BAUMRU1987,,BAUMRU1990,,,,X
BR1990-3,49.816,12.119,,,,,0.805,,,,KTB-pilothole,Germany,HF,,,,,,,,49.9,,,25.3,,,22.5,,,25.3,0.5,,,,49.9,2.5,,,,22.5,,,,,gneis/am,,,,,31.7,0.3,26,1,25.3,0.5,,,,,,,,,Pc / Pb,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
BR1990-4,49.816,12.119,,,,,1.27,,,,KTB-pilothole,Germany,HF,,,,,,,,57.9,,,35.8,,,29.5,,,29.5,0.1,,,,57.9,0.8,,,,35.8,,,,,gneis/am,,,,,34.3,0.3,30.6,0.5,29.5,0.1,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
BR1990-5,49.816,12.119,,,,,2.01,,,,KTB-pilothole,Germany,HF,,,,,,,,,,,56.2,,,,,,,,34,,,,,68.1,,,56.2,,,,,gneis/am,,,,,54,,34,,34,,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,B
BR1990-6,49.816,12.119,,,,,2.851,,,,KTB-pilothole,Germany,HF,,,,,,,,103,,,79.7,,,51.4,,,51.4,0.5,,,,103,2.5,,,,79.7,,,,,gneis/am,,,,,58,0.2,51.2,1,51.4,0.5,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
BR1990-7,49.816,12.119,,,,,2.9285,,,,KTB-pilothole,Germany,HF,,,,,,,,94.5,,,81.85,,,47,,,47,1,,,,94.5,4,,,,81.85,,,,,gneis/am,,,,,,,46.2,1,47,1,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
BR1990-8,49.816,12.119,,,,,2.9615,,,,KTB-pilothole,Germany,HF,,,,,,,,92.6,,,82.8,,,47.3,,,47.3,0.5,,,,92.6,2.5,,,,82.8,,,,,gneis/am,,,,,,,49.3,1,47.3,0.5,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
BR1990-9,49.816,12.119,,,,,3.011,,,,KTB-pilothole,Germany,HF,,,,,,,,98.9,,,84.2,,,48.8,,,48.8,0.5,,,,98.9,3.2,,,,84.2,,,,,gneis/am,,,,,,,47.5,1.7,48.8,0.5,,,,,,,,,,"AZI=149 (s. wsm11640),  SD given but no datailed itemization of succesive cycles.",BAUMRU1990,,,,,,A
CB2007,48.93,7.88,,,,,1.501,,,,Soultz/GPK1,France,"HTPF (dubious entry, s. comment)",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,19.5,0.5,,,,,,50,8,72,,"reference includes review of Soultz data; value not mentioned in RUMMBA1992, although named as primary reference; no stress value deduced from Psi; note the small injected fluid volume; unknown reopening pressure",CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,,,X
dgmk-01,53.150616,9.355276,,,,,4.9415,,,Bötersen Z2,Bötersen,Germany,MF,,,,,,4.944,4.939,107.1,,,,,,79.3,,,,,,,,,,,,,107.1,,,,,,ro-c,,,60.9,,,,,79.3,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.921km,FLECRE2004,,BERGXX1998,,,,D
dgmk-02,53.128707,9.327741,,,,,4.8735,,,Bötersen Z4,Bötersen,Germany,MF,,,,,,4.89,4.857,111.9,,,,,,63.1,,,,,,,,,,,,,111.9,,,,,,ro-c,,,53.4,,,,,63.1,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.917km,FLECRE2004,,BERGXX1998,,,,D
dgmk-03,53.119227,9.364994,,,,,4.881,,,Bötersen Z5,Bötersen,Germany,MF,,,,,,4.892,4.87,108.6,,,,,,81,,,,,,,,,,,,,108.6,,,,,,ro-c,,,62.7,,,,,81,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.832km,FLECRE2004,,BERGXX1998,,,,D
dgmk-04,53.078378,9.39036,,,,,4.846,,,Bötersen Z6,Bötersen,Germany,MF,,,,,,4.849,4.843,109,,,,,,69.9,,,,,,,,,,,,,109,,,,,,ro-c,,,63.1,,,,,69.9,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.653km,FLECRE2004,,BERGXX1998,,,,D
dgmk-06,53.137207,9.266841,,,,,5.257,,,Bötersen Z9,Bötersen,Germany,MF,,,,,,5.5,5.014,114,,,,,,77,,,,,,,,,,,,,114,,,,,,ro-c,,,63,,,,,77,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.999km,FLECRE2004,,BERGXX1998,,,,D
dgmk-07,53.096112,9.461787,,,,,4.767,,,Hemsbünde Z1,Hemsbünde,Germany,MF,,,,,,4.777,4.757,109.4,,,,,,51.8,,,,,,,,,,,,,109.4,,,,,,ro-c,,,40,,,,,51.8,,,,,,,,,,,Sv at base Zechstein; 2 fracs; base Zechstein: 4.629km,FLECRE2004,,BERGXX1998,,,,D
dgmk-09,53.125736,9.408057,,,,,4.7505,,,Hemsbünde Z5,Hemsbünde,Germany,MF,,,,,,4.761,4.74,108.1,,,,,,59,,,,,,,,,,,,,108.1,,,,,,ro-c,,,43.8,,,,,59,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.79km,FLECRE2004,,BERGXX1998,,,,D
dgmk-10,53.142114,9.401114,,,,,4.787,,,Höhnsmoor Z1,Höhnsmoor,Germany,MF,,,,,,4.798,4.776,105.7,,,,,,58.6,,,,,,,,,,,,,105.7,,,,,,ro-c,,,38.9,,,,,58.6,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.851km,FLECRE2004,,BERGXX1998,,,,D
dgmk-11,53.059519,9.613416,,,,,5.7195,,,Söhlingen Z10,Söhlingen,Germany,MF,,,,,,5.719,5.72,105.7,,,,,,71.75,,,,,,,,,,,,,105.7,,,,,,ro-c,,,59.1,,,,,71.8,,,,,,,,,,,"Sv at base Zechstein; 4 fracs (0.6 m length) with 200 m distance in between; sd_p0=0.1MPa, sd_s3=0.375Mpa; base Zechstein: 4.503km",FLECRE2004,,BERGXX1998,,,,D
dgmk-12,53.070457,9.621748,,,,,5.234,,,Söhlingen Z11,Söhlingen,Germany,MF,,,,,,5.537,4.931,109.5,,,,,,44,,,,,,,,,,,,,109.5,,,,,,ro-c,,,29.2,,,,,44,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.51km,FLECRE2004,,BERGXX1998,,,,D
dgmk-13,53.074637,9.59689,,,,,4.751,,,Söhlingen Z2,Söhlingen,Germany,MF,,,,,,4.764,4.738,108.2,,,,,,58.8,,,,,,,,,,,,,108.2,,,,,,ro-c,,,36,,,,,58.8,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.515km,FLECRE2004,,BERGXX1998,,,,D
dgmk-14,53.043947,9.601088,,,,,4.7235,,,Söhlingen Z3,Söhlingen,Germany,MF,,,,,,4.737,4.71,105.2,,,,,,,,,,,,,,,,,,,105.2,,,,,,ro-c,,,58.6,,,,,,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.498km; ranked as D although Shmin is missing,FLECRE2004,,BERGXX1998,,,,D
dgmk-15,53.070804,9.622394,,,,,4.85,,,Söhlingen Z6,Söhlingen,Germany,MF,,,,,,4.861,4.839,109.5,,,,,,50.4,,,,,,,,,,,,,109.5,,,,,,ro-c,,,27.8,,,,,50.4,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.51km,FLECRE2004,,BERGXX1998,,,,D
dgmk-16,53.089202,9.587972,,,,,4.797,,,Söhlingen Z7,Söhlingen,Germany,MF,,,,,,4.806,4.788,109.7,,,,,,52.4,,,,,,,,,,,,,109.7,,,,,,ro-c,,,28,,,,,52.4,,,,,,,,,,,Sv at base Zechstein; base Zechstein: 4.544km,FLECRE2004,,BERGXX1998,,,,D
dgmk-17,52.837654,9.913624,,,,,4.891,,,Wardböhmen Z1 (4.),Wardböhmen,Germany,MF,,,,,,,,108.3,,,,,,65.8,,,,,,,,,,,,,,,,,,,ro-c,,,49.7,,,,,65.8,,,,,,,,,,,base Zechstein: 4.5km,FLECRE2004,,BERGXX1998,,,,D
dgmk-18,53.056071,9.586133,,,,,4.724,,,Söhlingen Z9,Söhlingen,Germany,CM,,,,,,,,105.2,,,85.8,,,77.3,,,,,,,,,,,,,,,,,,,ro,,,57.8,,,,,,,,,,,,,,,,,FLECRE2004,,PUSTSC1995,,,,D
dgmk-19,53.078378,9.39036,,,,,4.715,,,Bötersen Z6,Bötersen,Germany,CM,,,,NF,,,,110,,,98.9,,,,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy); ranked as D although Shmin is missing,FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-20,53.078378,9.39036,,,,,4.837,,,Bötersen Z6,Bötersen,Germany,CM,,,,NF,,,,112,,,103,,,97,,,,,,,,,,,,,,,,,,,Slochteren,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-21,53.137207,9.266841,,,,,4.828,,,Bötersen Z9,Bötersen,Germany,CM,,,,NF,,,,115.8,,,105.7,,,99.8,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-22,53.137207,9.266841,,,,,4.809,,,Bötersen Z9,Bötersen,Germany,CM,,,,NF,,,,115.3,,,113.5,,,107.5,,,,,,,,,,,,,,,,,,,Bahnsen,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-23,53.19478,9.277627,,,,,5.01,,,Mulmshorn Z5,Mulmshorn,Germany,CM,,,,NF,,,,114,,,101,,,99.1,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-24,53.102666,8.62332,,,,,5.169,,,Ganderkesee Z2,Ganderkesee,Germany,CM,,,,NF,,,,120.2,,,106,,,99.4,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-25,52.987685,9.231684,,,,,4.799,,,Völkersen Z1,Völkersen,Germany,CM,,,,NF,,,,113.3,,,100,,,98,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-26,52.987685,9.231684,,,,,4.861,,,Völkersen Z1,Völkersen,Germany,CM,,,,NF,,,,114.7,,,103.7,,,99.7,,,,,,,,,,,,,,,,,,,Bahnsen,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-27,53.022914,9.204616,,,,,4.851,,,Völkersen Z1,Völkersen,Germany,CM,,,,NF,,,,111.1,,,99.3,,,95.5,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-28,52.885852,9.553529,,,,,4.729,,,Walsrode Z7,Walsrode,Germany,CM,,,,NF,,,,110.3,,,101.8,,,99.8,,,,,,,,,,,,,,,,,,,Schneverdingen,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-29,53.125736,9.408057,,,,,4.737,,,Hemsbünde Z5,Hemsbünde,Germany,CM,,,,NF,,,,111.8,,,97.1,,,93.7,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-30,53.072831,9.347847,,,,,4.733,,,Ahausen Z1,Ahausen,Germany,CM,,,,NF,,,,110.1,,,94.5,,,92.5,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-31,53.009711,9.653651,,,,,4.825,,,Söhlingen Z6,Söhlingen,Germany,CM,,,,NF,,,,111.1,,,100.5,,,96.5,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-32,53.015651,9.881945,,,,,4.709,,,Friedrichseck Z1,Friedrichseck,Germany,CM,,,,NF,,,,109.8,,,97.2,,,93.6,,,,,,,,,,,,,,,,,,,Slochteren,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-33,53.19569,9.194919,,,,,5.02,,,Stapel Z1,Stapel,Germany,CM,,,,NF,,,,118.2,,,101,,,96,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-34,52.981381,9.266422,,,,,5.111,,,Völkersen Z6,Völkersen,Germany,CM,,,,NF,,,,111.3,,,105.6,,,16,,,,,,,,,,,,,,,,,,,Dethlingen,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-35,52.917795,9.691277,,,,,4.893,,,Wisselshorst Z1,Wisselshorst,Germany,CM,,,,NF,,,,108,,,99.1,,,96.7,,,,,,,,,,,,,,,,,,,Wustrow,,,,,,,,,,,,,,,,,,,WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-36,53.027173,8.569622,,,,,3.66,,,Ganderkesee Z1,Ganderkesee,Germany,CM,,,,NF,,,,84.8,,,77.4,,,64.8,,,,,,,,,,,,,,,,,,,m. Buntsandst.,,,,,,,,,,,,,,,,,,,supra saline; WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-37,53.102666,8.62332,,,,,4.171,,,Ganderkesee Z2,Ganderkesee,Germany,CM,,,,NF,,,,89,,,80,,,76,,,,,,,,,,,,,,,,,,,m. Buntsandst.,,,,,,,,,,,,,,,,,,,supra saline; WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
dgmk-38,52.710845,8.464224,,,,,3.089,,,Düste Z9,Düste,Germany,CM,,,,NF,,,,74.5,,,67.4,,,65.5,,,,,,,,,,,,,,,,,,,m. Buntsandst.,,,,,,,,,,,,,,,,,,,supra saline; WVA (p-wave velocity anisotropy),FLECRE2004,,Dr. Wolter Drill Core Measurements,,,,D
HS2008,47.585,7.596,,,,,4.911,,,,Basel 1,Switzerland,"FIT, FL, WVA",144,14,E,SS,14,,,160,,,122,,,84,,,,,74,,,160,,160,255,,122,,,,,,,,,,,,,,,,,,,,,,,,,0.6<mu<1; includes one RACOS measurement,HAERSC2008,10.1016/j.geothermics.2008.06.002,,,,,D
KR1993-1,48.93,7.88,,,,,2.195,,,,Soultz/EPS1,France,HF,,,,,,,,56,,,50.2,0.7,,29.6,0.4,,26.6,0.5,,,,50.2,0.7,,,,56,,,,,,,2.6,,,,,29.6,0.4,26.6,0.5,,,,,,,,,S1_MAG,"aluminium straddle packers, downhole measurements; overburden calc from rho = 2.6; increasing borehole deviation with depth (25deg at bottom, therefore B-quality); SD given but no datailed itemization of succesive cycles.",KLEERU1993,10.1016/0148-9062(93)90054-H,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,B
KR1993-2,48.93,7.88,,,,,2.205,,,,Soultz/EPS1,France,HF,,,,,,,,56.2,,,54.8,3.4,,26.2,1.9,,27,0.5,,,,54.8,3.4,,,,56.2,,,,,,,2.6,,,,,26.2,2.9,27,0.5,,,,,,,,,S1_MAG,"aluminium straddle packers, downhole measurements; overburden calc from rho = 2.6; increasing borehole deviation with depth (25deg at bottom, therefore B-quality); SD given but no datailed itemization of succesive cycles.",KLEERU1993,10.1016/0148-9062(93)90054-H,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,B
KR1993-3,48.93,7.88,,,,,3.315,,,,Soultz/GPK1,France,HF,,,,,,,,91.3,2.3,,84.6,,,44.3,0.8,,45.2,0.5,,,,91.3,2.3,,,,84.6,,,,,,,2.6,,,,,46.65,0.8,45,0.5,,,,,,,,,"S2_MAG, Pr","aluminium straddle packers, downhole measurements; overburden calc from rho = 2.6; AZI=170 (from BARIBA2000, s. wsm11656), SD given but no datailed itemization of succesive cycles.",KLEERU1993,10.1016/0148-9062(93)90054-H,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
KR1993-4,48.93,7.88,,,,,3.506,,,,Soultz/GPK1,France,HF,,,,,,,,89.4,,,87.4,0.4,,45.2,0.1,,44.2,0.7,,,,87.4,0.4,,,,89.4,,,,,,,2.6,,,,,45.6,0.1,44.5,0.7,,,,,,,,,"S2_MAG, Pr","aluminium straddle packers, downhole measurements; overburden calc from rho = 2.6; AZI=170 (from BARIBA2000, s. wsm11656), SD given but no datailed itemization of succesive cycles.",KLEERU1993,10.1016/0148-9062(93)90054-H,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
KW2010-1,50.6,12.7,,,,,1.8,,,,Aue-Albederoda (Lagerstätte),Germany,HF,0,,,,,,,102.5,7.5,,70,5,,40,,,70,5,,,,102.5,7.5,,,,40,,,,,"Quartzite schist, mica rock",,,,,,,,,,,,,,,,,,,,hydraulische Aufreißmethode,KONIWA2010,,"Geomechanische Untersuchung zur Gebirgsschlagsgefährdung auf der Lagerstätte Aue-Alberoda, Institut für Bergbausicherheit Leipzig, 1990",,,,D
KW2010-2,50.6,12.7,,,,,1.665,,,,Aue-Albederoda (Lagerstätte),Germany,HF,140,,,,,,,,,,,,,32.5,2.5,,,,,,,,,90,,,32.5,,,,,granite,,,,,,,,,,,,,,,,,,,,hydraulische Aufreißmethode,KONIWA2010,,"Geomechanische Untersuchung zur Gebirgsschlagsgefährdung auf der Lagerstätte Aue-Alberoda, Institut für Bergbausicherheit Leipzig, 1990",,,,D
KW2010-3a,50.6,12.7,,,,,1.8,,,,Niederschlema-Albederoda (Teillagerstätte),Germany,"HF, OC",158,,,,,,,130,10,,52.5,7.5,,25,5,,,,,,,130,10,,,,52.5,,,,,granite,,,,,,,,,,,,,,,,,,,,"hydraulische Aufreißmethode, Bohrlochentlastung",KONIWA2010,,"Voigt, Geomechanische Untersuchungen zur Gebirgsschlagneigung der Lagerstätte Aue, Institut für Bergbausicherheit Leipzig, 1984",,,,D
KW2010-3b,50.6,12.7,,,,,1.8,,,,Niederschlema-Albederoda (Teillagerstätte),Germany,"HF, OC",158,,,,,,,85,15,,55,5,,32.5,7.5,,,,,,,85,15,,,,55,,,,,schist,,,,,,,,,,,,,,,,,,,,"hydraulische Aufreißmethode, Bohrlochentlastung",KONIWA2010,,"Voigt, Geomechanische Untersuchungen zur Gebirgsschlagneigung der Lagerstätte Aue, Institut für Bergbausicherheit Leipzig, 1984",,,,D
MAFA-01,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,SS,,,,,,,,,,,,,62,,,,,172,,,,,82,,,,,,Malm (Bayr. Molasse),,,31,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,BUDAMO2017,10.1007/s00531-017-1518-1,,,D
MAFA-02,48.056861,11.598054,,,,,3.3,,,,Unterhaching,Germany,FL,,,,NF,,,,,,,,,,,,,42,,,,,82,,,,,82,,,,,,Malm (Bayr. Molasse),,,31,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,BUDAMO2017,10.1007/s00531-017-1518-1,,,D
MAFA-03,48.14,11.41,,,,,2.5,,,,Freiham,Germany,FL,,,,SS,,,,,,,,,,,,,47,,,,,131,,,,,82,,,,,,Malm (Bayr. Molasse),,,23,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,,,,,D
MAFA-04,48.14,11.41,,,,,2.5,,,,Freiham,Germany,FL,,,,NF,,,,,,,,,,,,,32,,,,,62,,,,,62,,,,,,Malm (Bayr. Molasse),,,23,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,,,,,D
MAFA-05,47.856,11.482,,,,,4.375,,,,Geretsried,Germany,FL,,,,SS,,,,,,,,,,,,,83,,,,,229,,,,,109,,,,,,Malm (Bayr. Molasse),,,41,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,,,,,D
MAFA-06,47.856,11.482,,,,,4.375,,,,Geretsried,Germany,FL,,,,NF,,,,,,,,,,,,,57,,,,,109,,,,,109,,,,,,Malm (Bayr. Molasse),,,41,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,,,,,D
MAFA-07,47.883,10.667,,,,,3.592,,,,Mauerstetten,Germany,FL,,,,,,,,,,,,,,,,,66,,,,,153,,,,,83,,,,,,Malm (Bayr. Molasse),,,34,,,,,,,,,,,,,,,,magnitudes from gradient*depth,BACKME2017,,Zimmermann et al. (2014),,,,D
MAFA-08,47.966,11.65,,,,,4,,,,Sauerlach,Germany,FIT,,,,,,,,,,,,,,,,,,,62,,,112,,,,,92,,,,,,Malm (Bayr. Molasse),,,39,,,,,,,,,,,,,,,,"magnitudes from gradient*depth; FIT data from greater Munich area, cementation pressures from Sauerlach; pore pressure measurement at 3450 m, groundwater level of 225 m; mean density of the overburden 2.3 g/cm^3",BACKME2017,,SEITST2015,10.1186/s40517-014-0023-z,,,D
MAFA-09,47.415169,9.328944,,,,,3.882,,,,St Gallen,Switzerland,FL,170,,,NF,,,,,,,,,,,,,49,,49,62,,98,10,,,,98,,,30,,,Malm (Bayr. Molasse),2.59,,39,,,,,,,,,,,,,,,,magnitudes from gradient*depth; friction coefficient: 0.7 (0.6--1.0); injection test in 3810m TVD: Shmin=46.5MPa,BACKME2017,,ALBEBA2015,,,,D
MAFA-10,48.099074,12.64535,,,,,2.908,,,,Kirchweidach,Germany,FIT,,,,,,,,,,,,,,,,,,,44,,,,,,,,,,,,,,Malm (Bayr. Molasse),,,,,,,,,,,,,,,,,,,no significant ovalities or mud losses,BACKME2017,,Backers und Alber,,,,D
MS2014-1,49.127,8.568,,,,,2.023,,,,Bruchsal2,Germany,LOT,,,,NS,,,,,,,,,,,,,,,,,,,,,,,,,,,,gypsumclaystonesandstone,middle Keuper,2.43,,,,,,,,,31,,,,,,,,,Shmin/Sv= 0.64; rho_drillmud==1.11; P_wellhead==9; s. wsm37366; ranked as D as only indirect stress info available,MEIXSC2014,10.1186/s40517-014-0007-z,,,,,D
MS2014-2,49.127,8.568,,,,,2.245,,,,Bruchsal2,Germany,LOT,,,,NS,,,,,,,,,,,,,,,,,,,,,,,,,,,,gypsumclaystonesandstone,milddle Buntsandstein,2.43,,,,,,,,,27.6,,,,,,,,,Shmin/Sv= 0.52; rho_drillmud==1.05; P_wellhead==4.5; s. wsm37366; ranked as D as only indirect stress info available,MEIXSC2014,10.1186/s40517-014-0007-z,,,,,D
RB1981-001,50.2,9.51,,,,,0.3706,,,BUR,Spessart I / Burgjoß,Germany,HF,31,,,,,,,11.4,,,9.1,,,,,,8.2,,,,,11.4,,,,,9.1,,,,,clay-dolimit/anhydrite,,2.5,,2.4,14.9,,10.8,,9.3,,,,,,,,31,90,S1_MAG,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-002,50.2,9.51,,,,,0.3754,,,BUR,Spessart I / Burgjoß,Germany,HF,163,,,,,,,13.8,,,9.2,,,8.6,,,8.6,,,,,13.8,,,,,9.2,,,,,clay-dolimit/anhydrite,,2.5,,2.4,,,9.6,,8.6,,,,,,,,163,85,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-003,50.2,9.51,,,,,0.3854,,,BUR,Spessart I / Burgjoß,Germany,HF,147,,,,,,,12.5,,,9.45,,,8.6,,,8.6,,,,,12.5,,,,,9.45,,,,,clay-dolimit/anhydrite,,2.5,,2.5,17.3,,10.8,,8.6,,,,,,,,147,90,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-004,50.2,9.51,,,,,0.4134,,,BUR,Spessart I / Burgjoß,Germany,HF,161,,,,,,,13.2,,,10.15,,,8.6,,,8.6,,,,,13.2,,,,,10.15,,,,,clay-dolimit/anhydrite,,2.5,,2.8,19.1,,9.6,,8.6,,,,,,,,161,90,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-005,50.2,9.51,,,,,0.4272,,,BUR,Spessart I / Burgjoß,Germany,HF,163,,,,,,,12.7,,,10.45,,,8.3,,,8.3,,,,,12.7,,,,,10.45,,,,,clay-dolimit/anhydrite,,2.5,,2.9,13.1,,9.3,,8.3,,,,,,,,163,68,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-006,50.2,9.51,,,,,0.4434,,,BUR,Spessart I / Burgjoß,Germany,HF,,,,,,,,11.9,,,10.85,,,7.9,,,7.9,,,,,11.9,,,,,10.85,,,,,clay-dolimit/anhydrite,,2.5,,3.1,18.4,,8.7,,9.7,,,,,,,,,,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-007,50.2,9.51,,,,,0.4484,,,BUR,Spessart I / Burgjoß,Germany,HF,144,,,,,,,12.3,,,11,,,8.3,,,8.3,,,,,12.3,,,,,11,,,,,clay-dolimit/anhydrite,,2.5,,3.1,18.7,,9.5,,8.3,,,,,,,,144,90,,"wireline straddle packers, s. wsm11637, overburden from rho==1.5",RUMMBA1983B,,,,,,B
RB1981-008,52.119,9.883,,,,,0.02235,,,ESC 180/12,Hildesheim I,Germany,HF,,,,,,,,,,,,,,,,,0.8,,,,,1.13,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,E
RB1981-009,52.119,9.883,,,,,0.04835,,,ESC 180/12,Hildesheim I,Germany,HF,21,,,,,,,,,,,,,,,,1.3,,,,,1.77,,,,,,,,,,granite,Carboniferous,2.65,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,E
RB1981-010,52.119,9.883,,,,,0.06965,,,ESC 180/12,Hildesheim I,Germany,HF,31,,,,,,,,,,,,,,,,1.9,,,,,2.35,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,E
RB1981-011,52.119,9.883,,,,,0.07565,,,ESC 180/12,Hildesheim I,Germany,HF,,,,,,,,,,,,,,,,,1.9,,,,,2.8,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,E
RB1981-012,52.119,9.883,,,,,0.10285,,,ESC 180/12,Hildesheim I,Germany,HF,106,,,,,,,,,,,,,,,,2.8,,,,,3.85,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,D
RB1981-013,52.119,9.883,,,,,0.11665,,,ESC 180/12,Hildesheim I,Germany,HF,,,,,,,,,,,,,,,,,2.7,,,,,4.1,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,D
RB1981-014,52.119,9.883,,,,,0.11755,,,ESC 180/12,Hildesheim I,Germany,HF,145,,,,,,,,,,,,,,,,3,,,,,4.8,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11632,RUMMBA1983B,,,,,,D
RB1981-015,52.083,9.897,,,,,0.05035,,,EIC 181/8,Hildesheim II,Germany,HF,102,,,,,,,,,,,,,,,,1.45,,,,,2.4,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-016,52.083,9.897,,,,,0.05585,,,EIC 181/8,Hildesheim II,Germany,HF,106.5,,,,,,,,,,,,,,,,1.55,,,,,2.6,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-017,52.083,9.897,,,,,0.05785,,,EIC 181/8,Hildesheim II,Germany,HF,,,,,,,,,,,,,,,,,1.2,,,,,2,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-018,52.083,9.897,,,,,0.07635,,,EIC 181/8,Hildesheim II,Germany,HF,,,,,,,,,,,,,,,,,1.4,,,,,2.25,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-020,52.083,9.897,,,,,0.07885,,,EIC 181/8,Hildesheim II,Germany,HF,113,,,,,,,,,,,,,,,,1.72,,,,,2.77,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-021,52.083,9.897,,,,,0.08135,,,EIC 181/8,Hildesheim II,Germany,HF,110,,,,,,,,,,,,,,,,1.9,,,,,2.9,,,,,,,,,,alternation of siltstone and buntsandstone,,,,,,,,,,,,,,,,,,,,s. wsm11631,RUMMBA1983B,,,,,,E
RB1981-022,51.955,8.652,,,,,0.0473,,,OER 9,Bielefeld,Germany,HF,108,,,,,,,,,,,,,,,,2,,,,,2.5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s. wsm00692,RUMMBA1983B,,,,,,E
RB1981-023,51.955,8.652,,,,,0.0493,,,OER 8,Bielefeld,Germany,HF,,,,,,,,,,,,,,,,,2,,,,,2.5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s. wsm00692,RUMMBA1983B,,,,,,E
RB1981-024,51.955,8.652,,,,,0.0503,,,OER 8,Bielefeld,Germany,HF,,,,,,,,,,,,,,,,,2.2,,,,,2.45,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s. wsm00692,RUMMBA1983B,,,,,,E
RB1981-025,51.955,8.652,,,,,0.0643,,,OER 7,Bielefeld,Germany,HF,,,,,,,,,,,,,,,,,2.05,,,,,2.5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s. wsm00692,RUMMBA1983B,,,,,,E
RB1981-026,51.887,10.245,,,,,0.3923,,,BUL,Harz I,Germany,HF,,,,,,,,,,,,,,,,,10.2,,,,,15.3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,Not in wsm,RUMMBA1983B,,,,,,D
RB1981-027,51.887,10.245,,,,,0.4104,,,BUL,Harz I,Germany,HF,,,,,,,,,,,,,,,,,9,,,,,14.5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,Not in wsm,RUMMBA1983B,,,,,,D
RB1981-028,51.85,10.272,,,,,0.0599,,,ADL,Harz II / Adlersberg,Germany,HF,92,,,,,,,,,,,,,,,,3.8,,,,,6.1,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635,RUMMBA1983B,,,,,,E
RB1981-029,51.85,10.272,,,,,0.0849,,,ADL,Harz II / Adlersberg,Germany,HF,74.5,,,,,,,,,,,,,,,,3.6,,,,,6.4,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,AZI,"s. wsm11635, AZI=95",RUMMBA1983B,,,,,,E
RB1981-031,51.85,10.272,,,,,0.1254,,,ADL,Harz II / Adlersberg,Germany,HF,100,,,,,,,,,,,,,,,,0.35,,,,,0.41,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635,RUMMBA1983B,,,,,,D
RB1981-032,51.85,10.272,,,,,0.1724,,,ADL,Harz II / Adlersberg,Germany,HF,33,,,,,,,,,,,,,,,,,,,,,7,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635; ranked as D although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,,,,,D
RB1981-033,51.85,10.272,,,,,0.1804,,,ADL,Harz II / Adlersberg,Germany,HF,112,,,,,,,,,,,,,,,,6.5,,,,,8.8,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635,RUMMBA1983B,,,,,,D
RB1981-034,51.85,10.272,,,,,0.2004,,,ADL,Harz II / Adlersberg,Germany,HF,9,,,,,,,,,,,,,,,,,,,,,8.8,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635; ranked as D although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,,,,,D
RB1981-035,51.85,10.272,,,,,0.2154,,,ADL,Harz II / Adlersberg,Germany,HF,82,,,,,,,,,,,,,,,,5.9,,,,,8.6,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635,RUMMBA1983B,,,,,,D
RB1981-036,51.85,10.272,,,,,0.2259,,,ADL,Harz II / Adlersberg,Germany,HF,116,,,,,,,,,,,,,,,,6.1,,,,,9.2,,,,,,,,,,shale/greywacke,Devonian,,,,,,,,,,,,,,,,,,,s. wsm11635,RUMMBA1983B,,,,,,D
RB1981-037,51.205,9.66,,,,,0.2854,,,QUE,Hess. Bergland I / Quentel,Germany,HF,,,,,,,,,,,,,,,,,7,,,,,10.3,,,,,,,,,,anhydrit,,,,,,,,,,,,,,,,,,,,s. wsm11630,RUMMBA1983B,,,,,,D
RB1981-038,51.205,9.66,,,,,0.343,,,QUE,Hess. Bergland I / Quentel,Germany,HF,,,,,,,,,,,,,,,,,8.9,,,,,12.5,,,,,,,,,,anhydrit,,,,,,,,,,,,,,,,,,,,s. wsm11630,RUMMBA1983B,,,,,,D
RB1981-039,51.205,9.66,,,,,0.3694,,,QUE,Hess. Bergland I / Quentel,Germany,HF,,,,,,,,,,,,,,,,,8.2,,,,,11,,,,,,,,,,anhydrit,,,,,,,,,,,,,,,,,,,,s. wsm11630,RUMMBA1983B,,,,,,D
RB1981-040,51.205,9.66,,,,,0.3904,,,QUE,Hess. Bergland I / Quentel,Germany,HF,,,,,,,,,,,,,,,,,8.2,,,,,10.7,,,,,,,,,,anhydrit,,,,,,,,,,,,,,,,,,,,s. wsm11630,RUMMBA1983B,,,,,,D
RB1981-041,50.94,9.855,,,,,0.3988,,,RON,Hess Bergland II / Ronshausen,Germany,HF,171,,,,,,,,,,,,,,,,7.9,,,,,10,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,,s. wsm11633,RUMMBA1983B,,,,,,D
RB1981-042,50.94,9.855,,,,,0.4087,,,RON,Hess Bergland II / Ronshausen,Germany,HF,166,,,,,,,,,,,,,,,,8.6,,,,,7.2,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,AZI,"s. wsm11633, AZI=160",RUMMBA1983B,,,,,,D
RB1981-043,50.94,9.855,,,,,0.4198,,,RON,Hess Bergland II / Ronshausen,Germany,HF,,,,,,,,,,,,,,,,,7.8,,,,,10.2,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,,s. wsm11633,RUMMBA1983B,,,,,,D
RB1981-044,50.94,9.855,,,,,0.4208,,,RON,Hess Bergland II / Ronshausen,Germany,HF,143,,,,,,,,,,,,,,,,7.9,,,,,8.9,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,,s. wsm11633,RUMMBA1983B,,,,,,D
RB1981-045,50.94,9.855,,,,,0.4313,,,RON,Hess Bergland II / Ronshausen,Germany,HF,,,,,,,,,,,,,,,,,8.2,,,,,10.8,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,,s. wsm11633,RUMMBA1983B,,,,,,D
RB1981-046,50.94,9.855,,,,,0.4357,,,RON,Hess Bergland II / Ronshausen,Germany,HF,,,,,,,,,,,,,,,,,8.7,,,,,11.3,,,,,,,,,,ANHYDRITE - LIMESTONE - ZECHSTONE - RED BEDS,Perm/Triassic,,,,,,,,,,,,,,,,,,,s. wsm11633,RUMMBA1983B,,,,,,D
RB1981-047,50.65,9.5,,,,,0.27,,,UET,Schlitz / Uetzhausen,Germany,HF,160,,,,,,,,,,,,,,,,7.7,,,,,10.9,,,,,,,,,,shale,,,,,,,,,,,,,,,,,,,,s.wsm11629,RUMMBA1983B,,,,,,D
RB1981-048,50.65,9.5,,,,,0.2761,,,UET,Schlitz / Uetzhausen,Germany,HF,158,,,,,,,,,,,,,,,,8.2,,,,,11.7,,,,,,,,,,shale,,,,,,,,,,,,,,,,,,,,s.wsm11629,RUMMBA1983B,,,,,,D
RB1981-049,50.65,9.5,,,,,0.2799,,,UET,Schlitz / Uetzhausen,Germany,HF,167,,,,,,,,,,,,,,,,7.9,,,,,11.2,,,,,,,,,,shale,,,,,,,,,,,,,,,,,,,,s.wsm11629,RUMMBA1983B,,,,,,D
RB1981-050,50.65,9.5,,,,,0.2833,,,UET,Schlitz / Uetzhausen,Germany,HF,,,,,,,,,,,,,,,,,8.3,,,,,12.2,,,,,,,,,,shale,,,,,,,,,,,,,,,,,,,,s.wsm11629,RUMMBA1983B,,,,,,D
RB1981-051,50.65,9.5,,,,,0.2837,,,UET,Schlitz / Uetzhausen,Germany,HF,132,,,,,,,,,,,,,,,,8.5,,,,,11.2,,,,,,,,,,shale,,,,,,,,,,,,,,,,,,,,s.wsm11629,RUMMBA1983B,,,,,,D
RB1981-052,50.141,11.697,,,,,0.0555,,,WEI,Münchberger GM / Weißenstein,Germany,HF,140,,,,,,,,,,,,,,,,,,,,,6.5,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,AZI,"s. wsm22731, AZI=108, GRUNST1992:AZI=143",RUMMBA1983B,,,,,,E
RB1981-053,50.141,11.697,,,,,0.0575,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,3.8,,,,,6.4,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-054,50.141,11.697,,,,,0.0595,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,4.8,,,,,6.8,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-055,50.141,11.697,,,,,0.0615,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,4,,,,,7.1,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-056,50.141,11.697,,,,,0.0655,,,WEI,Münchberger GM / Weißenstein,Germany,HF,140,,,,,,,,,,,,,,,,,,,,,5.6,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,AZI,"s. wsm22731, AZI=108, GRUNST1992:AZI=143",RUMMBA1983B,,,,,,E
RB1981-057,50.141,11.697,,,,,0.0675,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,4.7,,,,,6.45,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-058,50.141,11.697,,,,,0.0715,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,5,,,,,8.6,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-059,50.141,11.697,,,,,0.073,,,WEI,Münchberger GM / Weißenstein,Germany,HF,,,,,,,,,,,,,,,,,5,,,,,8.6,,,,,,,,,,eclogite/gneiss,,,,,,,,,,,,,,,,,,,,s. wsm22731,RUMMBA1983B,,,,,,E
RB1981-060,50.033,9.677,,,,,0.044,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,93,,,,,,,,,,,,,,,,2.9,,,,,4.6,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,E
RB1981-061,50.033,9.677,,,,,0.0477,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,96,,,,,,,,,,,,,,,,2.5,,,,,3.2,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,E
RB1981-062,50.033,9.677,,,,,0.0575,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,150,,,,,,,,,,,,,,,,3.1,,,,,2.7,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,E
RB1981-063,50.033,9.677,,,,,0.0603,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,144,,,,,,,,,,,,,,,,3.1,,,,,5,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,E
RB1981-064,50.033,9.677,,,,,0.1065,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,144,,,,,,,,,,,,,,,,3.5,,,,,5.4,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,D
RB1981-065,50.033,9.677,,,,,0.1165,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,124,,,,,,,,,,,,,,,,3.4,,,,,6,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,D
RB1981-067,50.033,9.677,,,,,0.1305,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,172,,,,,,,,,,,,,,,,3.85,,,,,5.75,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,D
RB1981-068,50.033,9.677,,,,,0.1355,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,,,,,,,,,,,,,,,,,4.56,,,,,6.33,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,D
RB1981-069,50.033,9.677,,,,,0.1385,,,WIE 28/5,Spessart II / Wiesenfeld 1,Germany,HF,,,,,,,,,,,,,,,,,4.7,,,,,6.12,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11636,RUMMBA1983B,,,,,,D
RB1981-070,50.033,9.663,,,,,0.0515,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,0.6,,,,,1.1,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-071,50.033,9.663,,,,,0.058,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,0.6,,,,,1.4,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-072,50.033,9.663,,,,,0.0635,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,0.8,,,,,1.5,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-073,50.033,9.663,,,,,0.0706,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,176,,,,,,,,,,,,,,,,0.87,,,,,1.4,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-074,50.033,9.663,,,,,0.0895,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,157,,,,,,,,,,,,,,,,1.26,,,,,1.86,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-075,50.033,9.663,,,,,0.095,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,130,,,,,,,,,,,,,,,,1.06,,,,,1.61,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,E
RB1981-076,50.033,9.663,,,,,0.1015,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,1.03,,,,,1.63,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,D
RB1981-077,50.033,9.663,,,,,0.105,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,1.01,,,,,1.49,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,D
RB1981-078,50.033,9.663,,,,,0.1105,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,161,,,,,,,,,,,,,,,,1.46,,,,,2.09,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,D
RB1981-079,50.033,9.663,,,,,0.1178,,,WIE 193/4,Spessart III / Wiesenfeld,Germany,HF,,,,,,,,,,,,,,,,,0.84,,,,,1.04,,,,,,,,,,Buntsandstein,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11628,RUMMBA1983B,,,,,,D
RB1981-080,49.86,12.2,,,,,0.0806,,,FAL/NB1,Falkenberg I,Germany,HF,33,,,,,,,,,,,,,,,,,,,,,4.6,,,,,2.1,,,,,granite,Carboniferous,2.65,6.7,,11.8,,5.1,,4.6,,,,,,,,33,90,,rho == 2.65; lab. av. tensile rock strength: 13.8; laboratory fracture toughness: 1.8,RUMMBA1983B,,BAUMRU1987,,,,E
RB1981-081,49.86,12.2,,,,,0.1196,,,FAL/NB1,Falkenberg I,Germany,HF,35,,,,,,,,,,,,,,,,,,,,,6,,,,,3.1,,,,,granite,Carboniferous,2.65,6.9,,13.2,,6.3,,5.8,,,,,,,,35,90,,overburden from rho == 2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1981-082,49.86,12.2,,,,,0.1606,,,FAL/NB1,Falkenberg I,Germany,HF,160,,,,,,,,,,,,,,,,4.4,,,,,4.5,,,,,4.2,,,,,granite,Carboniferous,2.65,5.9,,14.6,,8.7,,4.4,,,,,,,,160,90,"Shmin, SHmax",overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-083,49.86,12.2,,,,,0.1656,,,FAL/NB1,Falkenberg I,Germany,HF,75,,,,,,,,,,,,,,,,4.7,,,,,6.7,,,,,4.3,,,,,granite,Carboniferous,2.65,8.4,,14.1,,7.4,,4.7,,,,,,,,75,90,"Shmin, SHmax",overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-084,49.86,12.2,,,,,0.225,,,FAL/NB1,Falkenberg I,Germany,HF,86,,,,,,,,,,,,,,,,4.6,,,,,,,,,,5.85,,,,,granite,Carboniferous,2.65,0.2,,11,,10.8,,4.6,,,,,,,,86,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-085,49.86,12.2,,,,,0.2553,,,FAL/NB1,Falkenberg I,Germany,HF,110,,,,,,,,,,,,,,,,4.1,,,,,4.7,,,,,6.65,,,,,granite,Carboniferous,2.65,7.8,,15.4,,7.6,,4.1,,,,,,,,110,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-086,49.86,12.2,,,,,0.279,,,FAL/NB1,Falkenberg I,Germany,HF,116,,,,,,,,,,,,,,,,4.4,,,,,5,,,,,7.25,,,,,granite,Carboniferous,2.65,8.1,,16.3,,8.2,,4.4,,,,,,,,116,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-087,49.86,12.2,,,,,0.1502,,,FAL/NB3,Falkenberg I,Germany,HF,112,,,,,,,,,,,,,,,,4,,,,,4.2,,,,,3.9,,,,,granite,Carboniferous,2.65,5.8,,13.6,,7.8,,4,,,,,,,,112,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-088,49.86,12.2,,,,,0.1752,,,FAL/NB3,Falkenberg I,Germany,HF,97,,,,,,,,,,,,,,,,4.4,,,,,4.7,,,,,4.65,,,,,granite,Carboniferous,2.65,6.1,,14.6,,8.5,,4.4,,,,,,,,97,82,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-089,49.86,12.2,,,,,0.198,,,FAL/NB3,Falkenberg I,Germany,HF,75,,,,,,,,,,,,,,,,5.4,,,,,6.7,,,,,5.15,,,,,granite,Carboniferous,2.65,6.8,,16.3,,9.5,,5.4,,,,,,,,75,90,"Shmin, SHmax",overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-090,49.86,12.2,,,,,0.2102,,,FAL/NB3,Falkenberg I,Germany,HF,83,,,,,,,,,,,,,,,,4.2,,,,,5,,,,,5.45,,,,,granite,Carboniferous,2.65,6.1,,13.7,,7.6,,4.2,,,,,,,,83,81,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-091,49.86,12.2,,,,,0.23,,,FAL/NB3,Falkenberg I,Germany,HF,114,,,,,,,,,,,,,,,,5.3,,,,,6.7,,,,,6,,,,,granite,Carboniferous,2.65,6.6,,15.8,,9.2,,5.3,,,,,,,,114,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-092,49.86,12.2,,,,,0.2429,,,FAL/NB3,Falkenberg I,Germany,HF,72,,,,,,,,,,,,,,,,4.9,,,,,6.3,,,,,6.3,,,,,granite,Carboniferous,2.65,7.5,,15.9,,8.4,,4.9,,,,,,,,72,90,"Shmin, SHmax",overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-093,49.86,12.2,,,,,0.2622,,,FAL/NB3,Falkenberg I,Germany,HF,116,,,,,,,,,,,,,,,,4.6,,,,,7.5,,,,,6.8,,,,,granite,Carboniferous,2.65,5.9,,12.2,,6.3,,4.6,,,,,,,,116,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-094,49.86,12.2,,,,,0.2877,,,FAL/NB3,Falkenberg I,Germany,HF,85,,,,,,,,,,,,,,,,7.1,,,,,,,,,,7.5,,,,,granite,Carboniferous,2.65,3.8,,13.4,,9.6,,7.1,,,,,,,,85,83,Shmin,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-095,49.86,12.2,,,,,0.2535,,,FAL/HB4a,Falkenberg I,Germany,HF,107,,,,,,,,,,,,,,,,4.6,,,,,,,,,,6.6,,,,,granite,Carboniferous,2.65,,,20.3,,11.5,,4.6,,,,,,,,107,90,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-096,49.828,12.28,,,,,0.1045,,,LEN/LII 16,Falkenberg II,Germany,HF,161,,,,,,,,,,,,,,,,3.4,,,,,5.15,,,,,2.7,,,,,granite,Carboniferous,2.65,3.25,,8.3,,5.07,,3.4,,,,,,,,161,79,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-097,49.828,12.28,,,,,0.1065,,,LEN/LII 16,Falkenberg II,Germany,HF,122,,,,,,,,,,,,,,,,3.2,,,,,4.6,,,,,2.75,,,,,granite,Carboniferous,2.65,4.4,,9.4,,5,,3.2,,,,,,,,122,82,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-098,49.828,12.28,,,,,0.1104,,,LEN/LII 16,Falkenberg II,Germany,HF,72,,,,,,,,,,,,,,,,3.5,,,,,5.15,,,,,2.85,,,,,granite,Carboniferous,2.65,8.05,,13.4,,5.35,,3.5,,,,,,,,72,89,,overburden from rho == 2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-099,49.828,12.28,,,,,0.1153,,,LEN/LII 16,Falkenberg II,Germany,HF,47,,,,,,,,,,,,,,,,,,,,,4.7,,,,,3,,,,,granite,Carboniferous,2.65,10.6,,15.3,,4.7,,4.7,,,,,,,,47,85,,overburden from rho == 2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1981-100,49.828,12.28,,,,,0.122,,,LEN/LV 17,Falkenberg III,Germany,HF,,,,,,,,,,,,,,,,,,,,,,4.5,,,,,3.15,,,,,granite,Carboniferous,2.65,6.2,,11.8,,5.6,,4.5,,,,,,,,,,,overburden from rho==2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1981-101,49.828,12.28,,,,,0.1266,,,LEN/LV 17,Falkenberg III,Germany,HF,93,,,,,,,,,,,,,,,,3.7,,,,,4.8,,,,,33,,,,,granite,Carboniferous,2.65,4.1,,10.4,,6.3,,3.7,,,,,,,,93,72,,overburden from rho==2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-102,49.828,12.28,,,,,0.1363,,,LEN/LV 17,Falkenberg III,Germany,HF,,,,,,,,,,,,,,,,,,,,,,4.6,,,,,3.55,,,,,granite,Carboniferous,2.65,2.4,,11.75,,9.3,,4.6,,,,,,,,,,,overburden from rho==2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1981-103,49.828,12.28,,,,,0.1472,,,LEN/LV 17,Falkenberg III,Germany,HF,105,,,,,,,,,,,,,,,,3.2,,,,,5.8,,,,,3.8,,,,,granite,Carboniferous,2.65,11.7,,15.5,,3.8,,3.2,,,,,,,,105,47,,overburden from rho==2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-104,49.828,12.28,,,,,0.1497,,,LEN/LV 17,Falkenberg III,Germany,HF,163,,,,,,,,,,,,,,,,3.7,,,,,6,,,,,3.9,,,,,granite,Carboniferous,2.65,9.6,,14.1,,4.5,,3.7,,,,,,,,163,42,,overburden from rho==2.65,RUMMBA1983B,,BAUMRU1987,,,,B
RB1981-105,49.828,12.28,,,,,0.1526,,,LEN/LV 17,Falkenberg III,Germany,HF,3,,,,,,,,,,,,,,,,,,,,,,,,,,3.95,,,,,granite,Carboniferous,2.65,0.95,,14.95,,140,,,,,,,,,,110,65,Pr,overburden from rho==2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1981-106,49.828,12.28,,,,,0.1566,,,LEN/LV 17,Falkenberg III,Germany,HF,3,,,,,,,,,,,,,,,,,,,,,4.9,,,,,4.05,,,,,granite,Carboniferous,2.65,0.8,,8.5,,7.7,,4.9,,,,,,,,3,69,,overburden from rho==2.65; ranked as C although Shmin is missing because the reference is considered as reliable in general,RUMMBA1983B,,BAUMRU1987,,,,C
RB1992-1,48.93,7.88,,,,,1.458,,,,Soultz/GPK1,France,HTPF,155,3,,,5,1.458,1.989,,,,,,,,,,15.1,,,,,24.1,,,,,35,,,,,altered granite,,2.44,,,,,25.3,,23.75,0.5,,,,,,70,54,77,,"stress values from HTPF inversion, difference between observed and theoretically computed normal stress components as small as 0.2MPa; pressures measured at fracture with 77deg inclination; pressure time records given as appendix; 9 l/min flowrate, rubble straddle packer, BTV for frac orientation, uncertainties in depth determination, measurement recording at surface; overburden calc from rho = 2.44; AZI=155 (s. wsm11657)",RUMMBA1992,,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
RB1992-2,48.93,7.88,,,,,1.495,,,,Soultz/GPK1,France,HTPF,155,3,,,5,1.458,1.989,,,,,,,,,,15.8,,,,,24.8,,,,,35.9,,,,,altered granite,,2.44,,,,,20.9,,20.6,0.5,,,,,,100,122,64,,"stress values from HTPF inversion, difference between observed and theoretically computed normal stress components as small as 0.2MPa; pressures measured at fracture with 66deg inclination; pressure time records given as appendix; 9 l/min flowrate, rubble straddle packer, BTV for frac orientation, uncertainties in depth determination, measurement recording at surface; overburden calc from rho = 2.44; AZI=155 (s. wsm11657)",RUMMBA1992,,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
RB1992-3,48.93,7.88,,,,,1.946,,,,Soultz/GPK1,France,HTPF,155,3,,,5,1.458,1.989,,,,,,,,,,23.8,,,,,33.8,,,,,46.7,,,,,altered granite,,2.44,,,,,,,29.4,0.7,,,,,,4000,136,63,,"stress values from HTPF inversion, difference between observed and theoretically computed normal stress components as small as 0.2MPa; pressures measured at fracture with 63deg inclination; pressure time records given as appendix; 9 l/min flowrate, rubble straddle packer, BTV for frac orientation, uncertainties in depth determination, measurement recording at surface; overburden calc from rho = 2.44; AZI=155 (s. wsm11657)",RUMMBA1992,,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
RB1992-4,48.93,7.88,,,,,1.989,,,,Soultz/GPK1,France,HTPF,155,3,,,5,1.458,1.989,,,,,,,,,,24.6,,,,,34.6,,,,,47.7,,,,,altered granite,,2.44,,,,,,,25.3,,,,,,,42000,165,90,,"stress values from HTPF inversion, difference between observed and theoretically computed normal stress components as small as 0.2MPa; pressures measured at fracture with 90deg inclination; pressure time records given as appendix; 9 l/min flowrate, only one packer for interval closed by well bottom at 2000m, BTV for frac orientation, uncertainties in depth determination, measurement recording at surface; overburden calc from rho = 2.44; AZI=155 (s. wsm11657)",RUMMBA1992,,CORNBE2007,10.1016/j.ijrmms.2006.04.008,,,A
RL2003-001,51.455,10.399,,,,,0.425,,,,Kaltenohmfeld,Germany,HF,40,,,,,,,,,,,,,,,,5.1,,,,,,,,,,10.7,,,,,sandstone,LowerTrias/Buntsandstein,,,,,,,,,,,,,,,,,,,s. wsm22634,ROECLE2003,,BANKGR1993,,,,D
RL2003-002,51.471,10.623,,,,,0.396,,,,Kehmstedt,Germany,HF,130,,,,,0.362,0.396,,,,,,,,,,11.4,,11.4,,,,,,,,9.5,,,,,,UpperPerm/Zechstein to Lower Trias,,,,,,,,,,,,,,,,,,,"s. wsm22635, another HF in Upper Perm aka Zechstein (290-360m) and one in Lower Trias aka Buntsandstein (204-245m)",ROECLE2003,,BANKGR1993,,,,D
RL2003-003,51.46252,11.209,,,,,0.594,,,,Wallhausen,Germany,HF,85,,,,,,,,,,,,,,,,17.6,,,,,,,,,,14.6,,,,,,UpperPerm/Zechstein to Lower Trias,,,,,,,,,,,,,,,,,,,"s. wsm22636m, another HF at 293m in Lower Trias aka Buntsandstein",ROECLE2003,,BANKGR1993,,,,D
RL2003-004,51.27961,11.23537,,,,,0.61,,,,Niederröblingen,Germany,HF,55,,,,,,,,,,,,,,,,19.8,,,,,,,,,,15.2,,,,,,UpperPerm/Zechstein to Lower Trias,,,,,,,,,,,,,,,,,,,"s. wsm22638, HF+OC in underground mine",ROECLE2003,,BANKGR1993,,,,D
RL2003-005,51.42722,11.35138,,,,,0.168,,,,Oberheldrungen,Germany,HF,35,,,,,,,,,,,,,,,,4.2,,,,,6.7,,,,,4.2,,,,,,LowerTrias/Buntsandstein,,,,,,,,,,,,,,,,,,,s. wsm22637,ROECLE2003,,BANKGR1993,,,,D
RL2003-006,51.42722,11.35138,,,,,0.808,,,,Oberheldrungen,Germany,HF,35,,,,,0.751,0.808,,,,,,,,,,19.8,,,,,31.7,,,,,19.8,,,,,,UpperPerm/Zechstein,,,,,,,,,,,,,,,,,,,s. wsm22637,ROECLE2003,,BANKGR1993,,,,D
RL2003-007,51.29667,11.60139,,,,,0.577,,,,Reinsdorf,Germany,HF,25,,,,,,,,,,,,,,,,11.6,,,,,,,,,,14.5,,,,,sandstone,LowerTrias/Buntsandstein,,,,,,,,,,,,,,,,,,,s. wsm22639,ROECLE2003,,BANKGR1993,,,,D
RL2003-008,52.118,9.88,,,,,0.118,,,,Escherberg,Germany,"HFU, OC",166,43,,,,,,,,,,,,,,,3,,,,,0.8,,,,,3,,,,,sandstone,Triassic,,,,,,,,,,,,,,,,,,,"s. wsm00689, 3 boreholes, OC: SH=0.8 - Sh=-0.8",ROECLE2003,,RUMMBA1982,,BECKPA1990,,D
RL2003-009,52.083,9.897,,,,,0.05,,,,Eichenberg,Germany,HF,108,5,,,,,,,,,,,,,,,1.5,,,,,,,,,,1.23,,,,,Buntsandstein with siltstone layers,Triassic,,,,,,,,,,,,,,,,,,,s. wsm11631,ROECLE2003,,RUMMBA1982,,,,E
RL2003-010,52.15,9.6,,,,,0.226,,,,Eldagsen,Germany,"HFU, OC",135,12,,NF,,,,,,,,,,,,,6.5,,,,,,,,,,5.3,,,,,Limestone,Jurassic,,,,,,,,,,,,,,,,,,,"s. wsm20770 OC in 20 m depth, OC: SH=0.8 - Sh=-0.8, orientation and further information given in wsm",ROECLE2003,,BAUMXX1982,,BECKPA1992,,D
RL2003-011,53.030679,14.053386,,,,,1.018,,,,Angermünde 1/68 ,Germany,LOT,,,,,,,,,,,,,,,,,,,18.9,,,,,,,,22.4,,,,,Gipskeuper ,Übergang Mitteltrias/ Obertrias/Keuper,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-012,53.030679,14.053386,,,,,2.0492,,,,Angermünde 1/68 ,Germany,LOT,,,,,,,,,,,,,,,,,31.6,,,,,,,,,,48,,,,,Bernburg ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-013,54.3736,13.6392,,,,,0.655,,,,Binz 1/73 ,Germany,IDFPI,,,,,,,,,,,,,,,,,14.2,,,,,,,,,,14.2,,,,,Lias ,Unterjura/Schwarzjura (Lias),,,,,,,,,,,,,,,,,,,Verpressung,ROECLE2003,,,,,,D
RL2003-014,50.3,11.3,,,,,0.41995,,,,Dreileben 3/70 ,Germany,IDFPI,,,,,,0.061,0.7789,,,,,,,,,,,,18.5,,,,,,,,,,,,,Quartär-Basis Zechstein ,Quartär - Lopingium (Perm)/Quartär - Zechstein,,,,,,,,,,,,,,,,,,,Zementation,ROECLE2003,,,,,,D
RL2003-015,53.339,13.417,,,,,3.63,,,,Feldberg 1/87 ,Germany,IDFPI,,,,,,2.989,4.271,,,,,,,,,,,,62,,,,,,,,70.8,,,,,Nordhausen-Werra ,Lopingium (Perm)/Zechstein (Werra Fm.),,,,,,,,,,,,,,,,,,,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-016,52.839,12.742,,,,,1.0399,,,,Fehrbellin 1/72 ,Germany,IDFPI,,,,,,,,,,,,,,,,,16.2,,16.2,,,,,,,,22,,,,,Wealden K1 ,Unterkreide,,,,,,,,,,,,,,,,,,,Frac beim Nachsetzen,ROECLE2003,,,,,,D
RL2003-017,52.839,12.742,,,,,1.03,,,,Fehrbellin 1/72 ,Germany,IDFPI,,,,,,0.99,1.07,,,,,,,,,,16,,16,,,,,,,,,,,,,Wealden K1 ,Unterkreide,,,,,,,,,,,,,,,,,,,Schlammverpressung,ROECLE2003,,,,,,D
RL2003-018,52.839,12.742,,,,,2.8368,,,,Fehrbellin 1/72 ,Germany,IDFPI,,,,,,,,,,,,,,,,,43.2,,43.2,,,,,,,,64.2,,,,,Lettenkeuper ,Mitteltrias/Keuper,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-019,53.65,13.53,,,,,2.94,,,,Friedland 1/71 ,Germany,IDFPI,,,,,,,,,,,,,,,,,51.7,,51.7,,,,,,,,69.4,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-020,53.84,13.49,,,,,2.0294,,,,Friedland 2/70 ,Germany,HFU,,,,,,,,,,,,,,,,,28.7,,,,,,,,,,46.8,,,,,Salinarröt ,Untertrias - Mitteltrias/Buntsandstein,,,,,,,,,,,,,,,,,,Shmin,Karst ??,ROECLE2003,,,,,,D
RL2003-021,54.443798,13.28287,,,,,1.3465,,,,Gingst 1/73 ,Germany,IDFPI,,,,,,,,,,,,,,,,,23.7,,23.7,,,,,,,,31.7,,,,,"Zechstein, kein Salz ",Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-022,52.6,14.4,,,,,2.6365,,,,Gorgast 1/70 ,Germany,LOT,,,,,,2.165,3.108,,,,,,,,,,,,52.85,,,,,,,,51.1,,,,,Bernburg (Werra) ,Untertrias - Lopingium (Perm)/Buntsandstein - Zechstein,,,,,,,,,,,,,,,,,,Shmin_lowb,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-024,51.965,10.915,,,,,0.7012,,,,Huy-Neinstedt 1/85 ,Germany,LOT,,,,,,0.553,0.8494,,,,,,,,,,13.75,2,,,,,,,,,13.7,,,,,Volpriehausen-Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,Shmin,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-025,53.2,11.05,,,,,3.3915,,,,Kaarßen 1/87 ,Germany,IDFPI,,,,,,3.324,3.459,,,,,,,,,,66.9,,,,,,,,,,82.6,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-026,52.66,12.53,,,,,1.718,,,,Kotzen 4/74 ,Germany,IDFPI,,,,,,,,,,,,,,,,,22.3,,,,,,,,,,37.7,,,,,Aalenium ,unterster Teil des Mitteljuras/Braunjura (Dogger),,,,,,,,,,,,,,,,,,,Schlammverpressung,ROECLE2003,,,,,,D
RL2003-027,53.76,12.4,,,,,3.46,,,,Lalendorf 1/75 ,Germany,IDFPI,,,,,,,,,,,,,,,,,61.2,,,,,,,,,,80.9,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-028,54.11,13.52,,,,,1.9514,,,,Loissin 1/70 ,Germany,IDFPI,,,,,,,,,,,,,,,,,30.9,,,,,,,,,,47.2,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust/Isotopenverpressung,ROECLE2003,,,,,,D
RL2003-029,53.22957,12.710023,,,,,2.6112,,,,Mirow 1/74 ,Germany,IDFPI,,,,,,,,,,,,,,,,,42,,,,,,,,,,57.9,,,,,Schilfsandstein ,Obertrias/Keuper,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-030,53.22957,12.710023,,,,,3.728,,,,Mirow 1/74 ,Germany,LOT,,,,,,,,,,,,,,,,,63,,,,,,,,,,86.1,,,,,Solling ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-031,53.22957,12.710023,,,,,3.86,,,,Mirow 1/74 ,Germany,LOT,,,,,,,,,,,,,,,,,65.6,,,,,,,,,,89.4,,,,,Hardegsen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-032,53.22957,12.710023,,,,,3.904,,,,Mirow 1/74 ,Germany,LOT,,,,,,,,,,,,,,,,,71.1,,,,,,,,,,90.5,,,,,Detfurth ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-033,53.22957,12.710023,,,,,4.097,,,,Mirow 1/74 ,Germany,IDFPI,,,,,,,,,,,,,,,,,66.5,,,,,,,,,,95.3,,,,,Volpriehausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-034,53.22957,12.710023,,,,,4.519,,,,Mirow 1/74 ,Germany,IDFPI,,,,,,,,,,,,,,,,,74.9,,,,,,,,,,105.8,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-035,52.64,13.33,,,,,1.25,,,,Oranienburg 1/68 ,Germany,LOT,,,,,,,,,,,,,,,,,,,19.8,,,,,,,,30.3,,,,,Hardegsen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-037,52.822,10.966,,,,,2.56,,,,Pes 233/82,Germany,HF,,,,,,,,,,,,,,,,,40.75,3,37.9,,,,,,,,61.9,,,,,Nordhausen ,Untertrias/Buntsandstein,,5,28.3,,,,,,,,,,,,,,,,"Hydro-Frac; Verpressungsdruck 15 Mpa + Spülungsdruck 28,6 Mpa -> Obergrenze S_h_min",ROECLE2003,,,,,,C
RL2003-038,53.54,12.97,,,,,0.68,,,,Penzlin 1/75 ,Germany,LOT,,,,,,,,,,,,,,,,,15.2,,,,,,,,,,13.8,,,,,Eozän ,Untertrias/Eozän ,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-039,53.54,12.97,,,,,3.641,,,,Penzlin 1/75 ,Germany,IDFPI,,,,,,,,,,,,,,,,,66.5,,,,,,,,,,84,,,,,Bernburg ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-040,53.2,11.56,,,,,1.995,,,,Pröttlin 1/81 ,Germany,LOT,,,,,,,,,,,,,,,,,33.8,,,,,,,,,,42.7,,,,,Lias ,Unterjura/Schwarzjura (Lias),,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-041,53.2,11.56,,,,,3.1,,,,Pröttlin 1/81 ,Germany,LOT,,,,,,,,,,,,,,,,,43.2,,,,,,,,,,69.7,,,,,Detfurth ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-042,52.74,12.35,,,,,2.151,,,,Rhinow 5/71 ,Germany,IDFPI,,,,,,,,,,,,,,,,,31.3,,,,,,,,,,37.9,,,,,Rät (Rhaetium),Obertrias/Keuper,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-043,52.470473,11.434581,,,,,0.1316,,,,Roxförde 2/62 ,Germany,IDFPI,,,,,,,,,,,,,,,,,2,,,,,,,,,,2.7,,,,,Tertiär ,Pliozän- Paläozän/Pliozän- Paläozän,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-044,53.7,12.9,,,,,3.3536,,,,Stavenhagen 1/76 ,Germany,LOT,,,,,,,,,,,,,,,,,57.6,,,,,,,,,,78.2,,,,,Hardegsen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-045,53.44,10.94,,,,,3.5,,,,Vellahn 1/78 ,Germany,LOT,,,,,,,,,,,,,,,,,,,,,,,,,,,78.5,,,,,Solling ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe; ranked as E because only Sv is given,ROECLE2003,,,,,,E
RL2003-046,53.274,12.949,,,,,1.814,,,,Wesenberg 1/72 ,Germany,IDFPI,,,,,,,,,,,,,,,,,39.4,,,,,,,,,,42.4,,,,,Detfurth ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-047,53.019909,13.270244,,,,,3.813,,,,Zehdenick 2/75 ,Germany,LOT,,,,,,,,,,,,,,,,,,,78.6,,,,,,,,89.9,,,,,Nordhausen ,Untertrias/Buntsandstein,,,,,,,,,,,,,,,,,,,Druckstabilitätsprobe,ROECLE2003,,,,,,D
RL2003-048,53.030679,14.053386,,,,,2.989,,,,Angermünde 1/68,Germany,IDFPI,,,,,,2.401,3.577,,,,,,,,,,,,50.4,,,,,,,,,,,,,Ohre-Staßfurt,Untertrias/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-049,54.29,12.58,,,,,2.6976,,,,Barth 8/8,Germany,IDFPI,,,,,,,,,,,,,,,,,54.5,,,,,,,,,,,,,,,Staßfurtkarbonat,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-050,54.29,12.58,,,,,2.6447,,,,Barth 9/78,Germany,IDFPI,,,,,,,,,,,,,,,,,60.8,,,,,,,,,,,,,,,Staßfurtkarbonat,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-051,53.192629,11.562419,,,,,3.705,,,,Eldena 1/74,Germany,IDFPI,,,,,,,,,,,,,,,,,79.1,,,,,,,,,,,,,,,Ohre,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-052,53.339,13.417,,,,,3.63,,,,Feldberg 1/87,Germany,IDFPI,,,,,,2.989,4.271,,,,,,,,,,,14,75.7,,,,,,,,,,,,,Nordhausen-Werra,Untertrias - Lopingium (Perm)/Buntsandstein-Zechstein,,,,,,,,,,,,,,,,,,Shmin_lowb,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-053,54.443798,13.28287,,,,,1.3465,,,,Gingst 1/73,Germany,IDFPI,,,,,,,,,,,,,,,,,23.7,,,,,,,,,,,,,,,kont. Zechstein,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsverlust,ROECLE2003,,,,,,D
RL2003-054,54.443798,13.28287,,,,,3.1083,,,,Gorgast 1/70,Germany,IDFPI,,,,,,,,,,,,,,,,,,,70,,,,,,,,,,,,,Staßfurtkarbonat,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Totpumpen,ROECLE2003,,,,,,D
RL2003-055,54.23239,13.279418,,,,,2.15,,,,Greifswald 1/62,Germany,IDFPI,,,,,,,,,,,,,,,,,43.3,,,,,,,,,,,,,,,Zechstein,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-056,53.92,11.01,,,,,4.3813,,,,Grevesmühlen 1/78,Germany,IDFPI,,,,,,3.827,4.9356,,,,,,,,,,,12,92.05,,,,,,,,,,,,,Ohre-Werra,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,Shmin_lowb,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-057,53.81,12.46,,,,,3.9725,,,,Lalendorf 1/75,Germany,IDFPI,,,,,,3.777,4.168,,,,,,,,,,,,79.7,,,,,,,,,,,,,Aller-Staßfurt,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Druckbeaufschlagung,ROECLE2003,,,,,,D
RL2003-058,53.34,11.92,,,,,3.512,,,,Parchim 1/68,Germany,IDFPI,,,,,,2.319,4.705,,,,,,,,,,,,48,,,,,,,,,,,,,Aller-Werra,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-059,52.822,10.966,,,,,3.262,,,,Pes 233/82,Germany,HF,,,,,,,,,,,,,,,,,79.9,,,,,,,,,,,,,,,Werra-Anhydrit,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Hydrofrac,ROECLE2003,,,,,,D
RL2003-060,53.15,11.58,,,,,3.399,,,,Ramow 11a/69,Germany,IDFPI,,,,,,,,,,,,,,,,,65.2,,,,,,,,,,,,,,,Staßfutkarbonat,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-061,53.2,11.6,,,,,3.697,,,,Pröttlin 1/81,Germany,IDFPI,,,,,,,,,,,,,,,,,,,83.9,,,,,,,,,,,,,Ohre,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-062,53.948,12.095,,,,,3.426,,,,Schwaan 1/76,Germany,IDFPI,,,,,,,,,,,,,,,,,,,77.4,,,,,,,,,,,,,Staßfurtkarbonat,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,,Gleichgewicht,ROECLE2003,,,,,,D
RL2003-065,52.963,11.745,,,,,2.3885,,,,Wittenberge 7/75,Germany,IDFPI,,,,,,1.001,3.776,,,,,,,,,,47.65,25,,,,,,,,,,,,,,Salzstock,Lopingium (Perm)/Zechstein,,,,,,,,,,,,,,,,,,Shmin,Absorptionsdruckprobe,ROECLE2003,,,,,,D
RL2003-066,53.019909,13.270244,,,,,3.905,,,,Zehdenick 2/75,Germany,IDFPI,,,,,,3.813,3.997,,,,,,,,,,,2,81.7,,,,,,,,,,,,,Nordhausen-Werra,Untertrias - Lopingium (Perm)/Buntsandstein - Zechstein,,,,,,,,,,,,,,,,,,Shmin_lowb,Spülungsdichte,ROECLE2003,,,,,,D
RL2003-067,54.290844,12.581884,,,,,4.469,,,,Barth 1/63,Germany,HFU,,,,,,,,,,,,,,,,,69.4,,,,,,,,,,110.7,,,,,,,,,49.7,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-068,54.290844,12.581884,,,,,5.375,,,,Barth 1/63,Germany,HFU,,,,,,,,,,,,,,,,,87.2,,,,,,,,,,134.7,,,,,,,,,59.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-069,54.3736,13.6392,,,,,3.163,,,,Binz 1/73,Germany,HFU,,,,,,,,,,,,,,,,,45.6,,,,,,,,,,79.2,,,,,,,,,34.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-070,53.3138,10.7928,,,,,5.6407,,,,Boizenburg 1/74,Germany,HFU,,,,,,,,,,,,,,,,,85.1,,,,,,,,,,131.5,,,,,,,,,76.2,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-071,52.1668,12.9256,,,,,2.7552,,,,Buchholz 6/62,Germany,HFU,,,,,,,,,,,,,,,,,47.7,,,,,,,,,,66.6,,,,,,,,,30.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-072,52.134,11.277,,,,,0.9905,,,,Eils 8/78,Germany,HFU,,,,,,,,,,,,,,,,,14.5,,,,,,,,,,24.7,,,,,,,,,12.4,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-073,53.339,13.417,,,,,4.2885,,,,Feldberg 1/87,Germany,HFU,,,,,,,,,,,,,,,,,79.6,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-074,53.339,13.417,,,,,4.888,,,,Feldberg 1/87,Germany,HFU,,,,,,,,,,,,,,,,,72.1,,,,,,,,,,117.1,,,,,,,,,60.7,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-075,53.775,13.526,,,,,5.0795,,,,Friedland 1/71,Germany,HFU,,,,,,,,,,,,,,,,,69.9,,,,,,,,,,123,,,,,,,,,61,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-076,53.775,13.526,,,,,5.9698,,,,Friedland 1/71,Germany,HFU,,,,,,,,,,,,,,,,,79.2,,,,,,,,,,146.2,,,,,,,,,71.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-077,53.775,13.526,,,,,3.767,,,,Friedland 2/70,Germany,HFU,,,,,,,,,,,,,,,,,53,,,,,,,,,,89.8,,,,,,,,,45.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-078,53.775,13.526,,,,,5.0103,,,,Friedland 2/70,Germany,HFU,,,,,,,,,,,,,,,,,65.5,,,,,,,,,,112.1,,,,,,,,,60.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-079,54.443798,13.28287,,,,,2.0479,,,,Gingst 1/73,Germany,HFU,,,,,,,,,,,,,,,,,27.6,,,,,,,,,,49.8,,,,,,,,,21.7,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-080,54.443798,13.28287,,,,,4.9632,,,,Gingst 1/73,Germany,HFU,,,,,,,,,,,,,,,,,68.3,,,,,,,,,,127,,,,,,,,,55.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-081,54.443798,13.28287,,,,,6.024,,,,Gingst 1/73,Germany,HFU,,,,,,,,,,,,,,,,,81.1,,,,,,,,,,155.1,,,,,,,,,66.3,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-082,53.037412,12.93805,,,,,5.094,,,,Gransee 2/67,Germany,HFU,,,,,,,,,,,,,,,,,78.1,,,,,,,,,,120.7,,,,,,,,,62.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-083,54.23239,13.279418,,,,,2.731,,,,Greifswald 1/62,Germany,HFU,,,,,,,,,,,,,,,,,41.6,,,,,,,,,,65.9,,,,,,,,,30,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-084,54.23239,13.279418,,,,,3.836,,,,Greifswald 1/62,Germany,HFU,,,,,,,,,,,,,,,,,63.3,,,,,,,,,,95,,,,,,,,,42.2,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-085,54.23239,13.279418,,,,,4.223,,,,Greifswald 1/62,Germany,HFU,,,,,,,,,,,,,,,,,70.1,,,,,,,,,,105.3,,,,,,,,,46.5,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-086,54.23239,13.279418,,,,,4.275,,,,Greifswald 1/62,Germany,HFU,,,,,,,,,,,,,,,,,67.6,,,,,,,,,,106.7,,,,,,,,,47,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-087,54.178559,13.062724,,,,,2.4921,,,,Grimmen 6/64,Germany,HFU,,,,,,,,,,,,,,,,,38.3,,,,,,,,,,60,,,,,,,,,27.4,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-088,54.178559,13.062724,,,,,3.0675,,,,Grimmen 6/64,Germany,HFU,,,,,,,,,,,,,,,,,47.6,,,,,,,,,,74.8,,,,,,,,,33.7,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-089,54.178559,13.062724,,,,,3.616,,,,Grimmen 6/64,Germany,HFU,,,,,,,,,,,,,,,,,53.3,,,,,,,,,,89.1,,,,,,,,,39.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-090,54.178559,13.062724,,,,,3.923,,,,Grimmen 6/64,Germany,HFU,,,,,,,,,,,,,,,,,60.5,,,,,,,,,,97.1,,,,,,,,,43.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-091,52.906,13.585,,,,,4.883,,,,Groß Schönebeck,Germany,HFU,,,,,,,,,,,,,,,,,59,,,,,,,,,,,,,,,,,,,43.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-092,52.906,13.585,,,,,4.1335,,,,Groß Schönebeck,Germany,HFU,,,,,,,,,,,,,,,,,52.5,,,,,,,,,,,,,,,,,,,45.3,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-094,52.489,11.373,,,,,0.815,,,,Jerchel 2/82,Germany,HFU,,,,,,,,,,,,,,,,,10.6,,,,,,,,,,19.1,,,,,,,,,9.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-095,53.76,12.4,,,,,5.2764,,,,Lalendorf 1/75,Germany,HFU,,,,,,,,,,,,,,,,,73.7,,,,,,,,,,125.9,,,,,,,,,62,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-096,54.11,13.52,,,,,4.359,,,,Loissin 1/70,Germany,HFU,,,,,,,,,,,,,,,,,61.85,,61.2,62.5,,,,,,,108.1,,,,,,,,,48.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-097,54.11,13.52,,,,,4.713,,,,Loissin 1/70,Germany,HFU,,,,,,,,,,,,,,,,,66,,,,,,,,,,117.5,,,,,,,,,52.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-098,54.11,13.52,,,,,6.371,,,,Loissin 1/70,Germany,HFU,,,,,,,,,,,,,,,,,94.3,,,,,,,,,,162.2,,,,,,,,,71.2,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-099,52.64,13.33,,,,,4.924,,,,Oranienburg,Germany,HFU,,,,,,,,,,,,,,,,,72.1,,,,,,,,,,121,,,,,,,,,59.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-100,53.323,14.241,,,,,4.525,,,,Penkun 1/72,Germany,HFU,,,,,,,,,,,,,,,,,63.2,,,,,,,,,,106.3,,,,,,,,,49.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-101,53.323,14.241,,,,,4.6936,,,,Penkun 1/72,Germany,HFU,,,,,,,,,,,,,,,,,61.8,,,,,,,,,,110.7,,,,,,,,,51.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-102,54.471686,12.50166,,,,,4.46,,,,Prerow 1/65,Germany,HFU,,,,,,,,,,,,,,,,,70.6,,,,,,,,,,108.3,,,,,,,,,53.5,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-103,54.471686,12.50166,,,,,5.128,,,,Prerow 1/65,Germany,HFU,,,,,,,,,,,,,,,,,85.3,,,,,,,,,,126,,,,,,,,,61.5,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-104,53.965,14.128,,,,,3.0924,,,,Pudagla 1/86,Germany,HFU,,,,,,,,,,,,,,,,,46.5,,,,,,,,,,73,,,,,,,,,34.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-105,53.965,14.128,,,,,4.0416,,,,Pudagla 1/86,Germany,HFU,,,,,,,,,,,,,,,,,59.6,,,,,,,,,,100.3,,,,,,,,,45.3,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-106,54.234985,12.928309,,,,,2.8863,,,,Richtenberg 2/64,Germany,HFU,,,,,,,,,,,,,,,,,40,,,,,,,,,,69.7,,,,,,,,,32,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-107,54.234985,12.928309,,,,,3.21,,,,Richtenberg 3/65,Germany,HFU,,,,,,,,,,,,,,,,,44.8,,,,,,,,,,78.3,,,,,,,,,35.6,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-108,54.234985,12.928309,,,,,4.32,,,,Richtenberg 3/65,Germany,HFU,,,,,,,,,,,,,,,,,60.7,,,,,,,,,,107.6,,,,,,,,,47.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-109,54.024,12.237,,,,,4.712,,,,Rostock 1/68,Germany,IDFPI,,,,,,,,,,,,,,,,,71.3,,,,,,,,,,111.2,,,,,,,,,53.2,,,,,,,,,,,,,,,,S_v-grad 11 Mpa/km;  Spülungsverluste; geolog. Profil in Hoth et al. 1993,ROECLE2003,,,,,,D
RL2003-110,52.470473,11.434581,,,,,1.84,,,,Roxförde 2/62,Germany,HFU,,,,,,,,,,,,,,,,,26.4,,,,,,,,,,46,,,,,,,,,23.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-111,54.602363,13.140549,,,,,2.9758,,,,Rügen 2/67,Germany,HFU,,,,,,,,,,,,,,,,,43.9,,,,,,,,,,75.5,,,,,,,,,33.4,,,,,,,,,,,,,,,,geolog. Profil in Hoth et al. 1993,ROECLE2003,,,,,,D
RL2003-112,54.602363,13.140549,,,,,4.2933,,,,Rügen 2/67,Germany,HFU,,,,,,,,,,,,,,,,,61.2,,,,,,,,,,99.8,,,,,,,,,48.2,,,,,,,,,,,,,,,,geolog. Profil in Hoth et al. 1993,ROECLE2003,,,,,,D
RL2003-113,54.472452,13.313621,,,,,3.188,,,,Rügen 4/64,Germany,HFU,,,,,,,,,,,,,,,,,49.5,,,,,,,,,,80.2,,,,,,,,,35.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-114,54.512,13.552,,,,,1.5185,,,,Sagard 1/70,Germany,HFU,,,,,,,,,,,,,,,,,26.3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-115,54.512,13.552,,,,,2.257,,,,Sagard 1/70,Germany,HFU,,,,,,,,,,,,,,,,,30,,,,,,,,,,56,,,,,,,,,25.3,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-116,52.839,11.308,,,,,3.339,,,,Salzwedel 2/64,Germany,HFU,,,,,,,,,,,,,,,,,55.1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-117,52.839,11.308,,,,,3.341,,,,Salzwedel 2/64,Germany,HFU,,,,,,,,,,,,,,,,,58.2,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-118,52.839,11.308,,,,,3.425,,,,Salzwedel 2/64,Germany,HFU,,,,,,,,,,,,,,,,,60.5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-119,51.871866,12.869625,,,,,1.354,,,,Schadewalde 2/75,Germany,HFU,,,,,,,,,,,,,,,,,19.8,,,,,,,,,,31.5,,,,,,,,,16.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-120,53.7,11.2,,,,,7.086,,,,Schwerin 1/87,Germany,HFU,,,,,,,,,,,,,,,,,111.4,,,,,,,,,,172.2,,,,,,,,,96.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-121,53.713,12.854,,,,,4.972,,,,Stavenhagen 1/76,Germany,HFU,,,,,,,,,,,,,,,,,80.6,,,,,,,,,,119.1,,,,,,,,,53,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-122,53.44,10.94,,,,,5.3478,,,,Vellahn 1/78,Germany,HFU,,,,,,,,,,,,,,,,,86.7,,,,,,,,,,124.9,,,,,,,,,65.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-123,53.44,10.94,,,,,5.6378,,,,Vellahn 1/78,Germany,HFU,,,,,,,,,,,,,,,,,85.9,,,,,,,,,,132.4,,,,,,,,,69.3,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-124,53.27,12.95,,,,,4.9914,,,,Wesenberg 1/72,Germany,HFU,,,,,,,,,,,,,,,,,72.6,,,,,,,,,,118.7,,,,,,,,,59.8,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-125,53.019909,13.270244,,,,,5.043,,,,Zehdenik 2/75,Germany,HFU,,,,,,,,,,,,,,,,,74.4,,,,,,,,,,121.6,,,,,,,,,62.4,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-126,52.498,12.161,,,,,3.67,,,,Zollchow 1/71,Germany,HFU,,,,,,,,,,,,,,,,,50.5,,,,,,,,,,87.3,,,,,,,,,43.7,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RL2003-127,53.211,13.276,,,,,4.993,,,,Zootzen 1/75,Germany,HFU,,,,,,,,,,,,,,,,,69.7,,,,,,,,,,119.6,,,,,,,,,62.1,,,,,,,,,,,,,,,,,ROECLE2003,,,,,,D
RN1993-1,49.816,12.119,,,,,3.011,,,,KTBmainhole,Germany,"HF, DIF/CF",168,12,,,,,,102.4,,,84.2,,,48.8,,,48.8,,,,,102.4,,,,,84.2,,,,,2.85,,,,,,,44,,48.8,,,,,,,,,,,"Shmax under consid of thermal stresses, SHmax = 3*Psi-Pr; Pr = 0.5*Sv; sH > 2*sh, hydrostatic drillmud pressure = 30.4 Mpa; cooling 10 K; tangetial stress 39/44; rho_drillmud==1.03; P_wellhead==9",ROECNA1993,,,,,,B
RN1993-3,49.816,12.119,,,,,2.9285,,,,KTBmainhole,Germany,"HF, DIF/CF",,,,,,,,,,,81.9,,,47,,,,,,,,,,,,,81.9,,,,,2.85,,,,,,,,,47,,,,,,,,,,,Shmax from DIF and CF; Pr = 0.5*Sv,ROECNA1993,,,,,,C
RN1993-4,49.816,12.119,,,,,2.9615,,,,KTBmainhole,Germany,"HF, DIF/CF",,,,,,,,,,,82.8,,,47.3,,,,,,,,,,,,,82.8,,,,,2.85,,,,,,,,,47.3,,,,,,,,,,,Shmax from DIF and CF; Pr = 0.5*Sv,ROECNA1993,,,,,,C
RW1983-1,50,9.7,,,,,0.06,,,,Mühlbergtunnel,Germany,HF,,,,,,0.04,0.1,6.6,,,3.3,,,,,,,,,,,,,,,,,,,,,medium grain sized sandstone,,,8.6,,12.9,,,,,,,,,,,,,,,,RUMMWI1983,10.1016/B978-0-12-066266-1.50011-9,RUMMXX1980,,,,E
TH2005,52.9,13.6,,,,,4.2,,,,Groß Schönebeck,Germany,"HFU, CM",,,,,,,,100,,,,,,53,,,,,,,,,,,,,,,,,,Rotliegend,,,,45,,,,,,,,,,,,,,,,"3 uniaxial strain laboratory experiments: porosity 14.9%, 17.7%, 9.5%; poisson 0.22, 0.24, 0.21; permeability 2.15, 16.5, 0.14; formation resistivity factor 22.1, 16.8, 53.6; unclear orgin of in-situ stress data (s. table 1 in reference)
",TRAUHU2005,10.1016/j.ijrmms.2005.05.016,,,,,D
TS2010-01,50.778,6.079,,,,,1.435,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,55,,,38.1,,,28,,,,,,,,,4,,,,,,,,,,Devonian,2.71,,14.1,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 42",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-02,50.778,6.079,,,,,1.48,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,53,,,39.3,,,29,,,,,,,,,1,,,,,,,,,,Devonian,2.71,,14.5,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 33",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-03,50.778,6.079,,,,,1.518,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,57,,,40.3,,,29,,,,,,,,,4,,,,,,,,,,Devonian,2.71,,14.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 50",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-04,50.778,6.079,,,,,1.549,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,63,,,41.2,,,30,,,,,,,,,3,,,,,,,,,,Devonian,2.71,,15.2,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 37",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-05,50.778,6.079,,,,,1.59,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,57,,,42.3,,,31,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,15.6,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 50",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-06,50.778,6.079,,,,,1.602,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,57,,,42.6,,,30,,,,,,,,,5,,,,,,,,,,Devonian,2.71,,15.7,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 51",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-07,50.778,6.079,,,,,1.625,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,58,,,43.2,,,31,,,,,,,,,4,,,,,,,,,,Devonian,2.71,,15.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 41",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-08,50.778,6.079,,,,,1.653,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,64,,,44,,,32,,,,,,,,,4,,,,,,,,,,Devonian,2.71,,16.2,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 40",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-09,50.778,6.079,,,,,1.688,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,71,,,44.9,,,34,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,16.6,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 38",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-10,50.778,6.079,,,,,1.698,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,66,,,45.1,,,33,,,,,,,,,9,,,,,,,,,,Devonian,2.71,,16.7,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 44",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-11,50.778,6.079,,,,,1.716,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,67,,,45.6,,,33,,,,,,,,,5,,,,,,,,,,Devonian,2.71,,16.8,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 40",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-12,50.778,6.079,,,,,1.749,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,65,,,46.5,,,34,,,,,,,,,3,,,,,,,,,,Devonian,2.71,,17.2,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 43",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-13,50.778,6.079,,,,,1.82,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,70,,,48.4,,,35,,,,,,,,,1,,,,,,,,,,Devonian,2.71,,17.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 52",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-14,50.778,6.079,,,,,1.851,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,77,,,49.2,,,36,,,,,,,,,8,,,,,,,,,,Devonian,2.71,,18.2,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 62",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-15,50.778,6.079,,,,,1.994,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,93,,,53,,,44,,,,,,,,,10,,,,,,,,,,Devonian,2.71,,19.6,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 72",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-16,50.778,6.079,,,,,2.135,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,80,,,56.7,,,41,,,,,,,,,3,,,,,,,,,,Devonian,2.71,,20.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 26",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-17,50.778,6.079,,,,,2.141,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,83,,,56.9,,,42,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,21,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 28",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-18,50.778,6.079,,,,,2.195,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,82,,,58.4,,,43,,,,,,,,,1,,,,,,,,,,Devonian,2.71,,21.5,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 30",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-19,50.778,6.079,,,,,2.218,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,78,,,59,,,41,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,21.8,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 24",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-20,50.778,6.079,,,,,2.222,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,80,,,59.1,,,42,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,21.8,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 29",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-21,50.778,6.079,,,,,2.231,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,83,,,59.3,,,43,,,,,,,,,2,,,,,,,,,,Devonian,2.71,,21.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 41",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-22,50.778,6.079,,,,,2.24,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,79,,,59.6,,,43,,,,,,,,,3,,,,,,,,,,Devonian,2.71,,22,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 30",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-23,50.778,6.079,,,,,2.272,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,87,,,60.4,,,44,,,,,,,,,10,,,,,,,,,,Devonian,2.71,,22.3,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 37",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-24,50.778,6.079,,,,,2.314,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,86,,,61.5,,,45,,,,,,,,,4,,,,,,,,,,Devonian,2.71,,22.7,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 31",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
TS2010-25,50.778,6.079,,,,,2.337,,,,AachenSuperCRWTH-1,Germany,"FL, BO, DIF",126,15,B,SS,,,,79,,,62.1,,,45,,,,,,,,,5,,,,,,,,,,Devonian,2.71,,22.9,,,,,,,,,,,,,,,,"modelled after Zoback (2007) based on Mohr–Coulombs Theory of Sliding Friction, coefficient of sliding friction=0.85; see reference for UCS from the downhole measurement of shear wave velocity; AZI=126+/-15 (s. wsm20741); rho_drillmud=1.08; BO-width (deg) = 51",TRAUSC2010,10.1016/j.tecto.2010.08.003,,,,,D
VE2007-mag1,48.93,7.88,,,,,4.402,,,,Soultz/GPK2,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,55.4,,,,,,,,,,,116.5,,,,,,,,,,,,,,,,,,,,,,,,,,S3_MAG,stimulation injection; Pressure was continuing to slowly increase at the end of stimulation indicating that the jacking pressure was not reached. GPK2 injection pressures were excluded from the fitting process. Flow rate at max. pressure: 31 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag2,48.93,7.88,,,,,4.402,,,,Soultz/GPK2,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,56.9,,,,,,,,,,,116.5,,,,,,,,,,,,,,,,,,,,,,,,,,S3_MAG,stimulation injection; Pressure was continuing to slowly increase at the end of stimulation indicating that the jacking pressure was not reached. GPK2 injection pressures were excluded from the fitting process. Flow rate at max. pressure: 50 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag3,48.93,7.88,,,,,4.488,,,,Soultz/GPK3,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,60.8,,,,,,,,,,,118.8,,,,,,,,,,,,,,,,,,,,,,,,,,,stimulation injection; assumption: maximum pressure attained during the stimulation injections provides a direct measure of Shmin at depth of casing shoe. Flow rate at max. pressure: 50 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag4,48.93,7.88,,,,,4.488,,,,Soultz/GPK3,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,61.5,,,,,,,,,,,118.8,,,,,,,,,,,,,,,,,,,,,,,,,,,stimulation injection; assumption: maximum pressure attained during the stimulation injections provides a direct measure of Shmin at depth of casing shoe. Flow rate at max. pressure: 70 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag5,48.93,7.88,,,,,4.488,,,,Soultz/GPK3,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,61.2,,,,,,,,,,,118.8,,,,,,,,,,,,,,,,,,,,,,,,,,,stimulation injection; assumption: maximum pressure attained during the stimulation injections provides a direct measure of Shmin at depth of casing shoe. Flow rate at max. pressure: 50 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag6,48.93,7.88,,,,,4.489,,,,Soultz/GPK4,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,62.1,,,,,,,,,,,118.8,,,,,,,,,,,,,,,,,,,,,,,,,,,stimulation injection; assumption: maximum pressure attained during the stimulation injections provides a direct measure of Shmin at depth of casing shoe. Flow rate at max. pressure: 30 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2007-mag7,48.93,7.88,,,,,4.489,,,,Soultz/GPK4,France,"IDFPI, BO, DIF",169,14,,,,,,,,,,,,61.7,,,,,,,,,,,118.8,,,,,,,,,,,,,,,,,,,,,,,,,,,stimulation injection; assumption: maximum pressure attained during the stimulation injections provides a direct measure of Shmin at depth of casing shoe. Flow rate at max. pressure: 40 l/s. Reference includes relative contrains of SHmax.,VALLEV2007,,,,,,C
VE2019-0,47.585,7.596,,,,,2.602,,,Basel,Basel,Switzerland,FIT,,,,,,,,,,,,,,,,,,,34,,,,,,,,,,,,,granite,,,,,,,,,,,,,,,,,,,,immediately after cementing by injecting water at 10 l/min,VALLEV2019,10.1016/j.ijrmms.2019.03.008,,,,,D
VE2019-1,47.585,7.596,,,,,4.632,,,Basel,Basel,Switzerland,IDFPI,,,,,,,,,,,,,,,,,74.4,,,,,,,,,,,,,,,granite,,,,,,,,,,,,,,,,,,,,maximum pressure reached during the stimulation injection,VALLEV2019,10.1016/j.ijrmms.2019.03.008,,,,,C
VE2019-2,47.585,7.596,,,,,4.902,,,Basel,Basel,Switzerland,"FIT, FL, BO, DIF",,,,NS,,2.5,5,,,,,,,,,,,,76.314,,,114.51,,,,,,,,,,granite,,,,,,,,,,,,,,,,,,,,given as gradients. includes review of previous studies. Rankine or MC failure criteria. parametrized to the case of the Basel monzogranite using data from a single multi-stage confined compression test performed on a core plug.,VALLEV2019,10.1016/j.ijrmms.2019.03.008,,,,,D
wsm00412mag,49.5231,6.3836,,,,,0.006,,,WG21,Nennig,Germany,OC,126,6,E,U,14,,,,,,,,,,,,1.2,,,,,2.1,,,,,,,,12.8,,limestone,Jurassic,,,,,,,,,,,,,,,,,,,ILLIGR1978: Middle Triassic,GREIXX1978,,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,,,E
wsm00688mag,51.85,10.5,,,,,0.118,,,,Radaustollen,Germany,HF,166,43,E,U,5,,,4.8,,,,,,3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,NC,NATAWE1984,,,,,,X
wsm00689mag,52.118,9.88,,,,,0.004,,,,Escherberg,Germany,OC,135,12,E,U,9,0.002,0.004,,,,,,,,,,-0.8,,,,,0.8,,,,,,,,,0.29,sandstone,Triassic,,,,,,,,,,,,,,,,,,,"Taken from Beckers Compilation, 3 boreholes",RUMMBA1982,,,,,,E
wsm00690mag,50.2,9.51,,,,,0.03,,,WG91,Burgjoss/Spe,Germany,OC,152,12,C,NF,15,0.025,0.035,,,,,,,,,,-0.2,,,,,1.9,,,,,,,,26,,sandstone,Permian,,,,,,,,,,,,,,,,,,,"Magnitudes differ from hydrofrac in DR 92, same location",RUMMBA1982,,,,,,X
wsm00691mag,50.648,9.502,,,,,0.012,,,WG90,Uetzhausen,Germany,OC,130,14,D,SS,18,0.004,0.006,,,,,,,,,,-0.5,,,,,1.9,,,,,,,,12.5,,claystone,Permian,,,,,,,,,,,,,,,,,,,,RUMMBA1982,,,,,,X
wsm00692mag,51.955,8.652,,,,,0.006,,,WG89,Oerlinghause,Germany,OC,35,8,E,NF,11,0.004,0.006,,,,,,,,,,-7.2,,,,,-5.3,,,,,,,,75,0.33,limest./,,,,,,,,,,,,,,,,,,,,,RUMMBA1982,,,,,,E
wsm00694mag,48.149,7.753,,,,,0.035,,,WG85,Riegel,Germany,OC,78,18,C,SS,16,,,,,,,,,,,,-1.1,0.96,,,,2.4,0.96,,,,,,,40,0.2,limestone,"Jurassic, middle Dogger, Bajocium",,,,,,,,,,,,,,,,,,,,LEOPXX1978,,,,,,X
wsm00695mag,48.166,9.083,,,,,0.025,,,WG72,Sigmaringen/HohenzollernGraben,Germany,HF,30,10,D,TF,1,,,,,,,,,,,,1.5,,,,,2.4,,,,,0.65,,,,,limestone,Jurassic,2.6,6.3,6.5,8.5,,,,,,,,,,,,,,,Limestone - only 1 shallow result.,RUMMJU1975,10.1007/BF01592921,,,,,E
wsm00697mag,50.9291,13.35867,,,,,0.14,,,EG13,Freiberg-ReicheZeche,Germany,OC,167,,E,SS,,,,4.5,,,3.6,,,3,,,3,,,,,4.5,,,,,,,,50,0.215,gneis,Precambrian,,,,,,,,,,,,,,,,,,,Young's modulu is 75 within the foliation plane and 50 perpendicular to it. PR ranges from 0.2-0.23,MJAKXX1983,,,,,,C
wsm00699mag,51.46,8.7,,,,,0.006,,,WG47,Duestertal,Germany,OC,139,11,E,TF,12,,,,,,,,,,,,1,,,,,2.2,,,,,,,,22,,,,,,,,,,,,,,,,,,,,,,,BAUMXX1982,,,,,,E
wsm00700mag,51.38,8.62,,,,,0.007,,,WG46,Brilon,Germany,OC,58,13,E,NF,15,0.002,0.006,,,,,,,,,,-5,,,,,-1.6,,,,,,,,73.5,0.32,Limestone,Devonian,,,,,,,,,,,,,,,,,,,,BAUMXX1982,,,,,,E
wsm00701mag,51.43,8.38,,,,,0.005,,,WG45,Warstein,Germany,OC,140,4,E,TF,14,,,,,,,,,,,,2.8,,,,,5.8,,,,,,,,18.4,0.16,Limestone,Devonian,,,,,,,,,,,,,,,,,,,,BAUMXX1982,,,,,,E
wsm00708mag,48.35,9.1,,,,,0.013,,,WG20,Ringingen,Germany,OC,127,17,D,NF,4,0.006,0.02,3,,,1.1,,,0.5,,,0.5,,,,,1.1,,,,,,,,,,limestone,Jurassic,,,,,,,,,,,,,,,,,,,,BAUMXX1986,,,,,,X
wsm00709mag,48.23,9,,,,,0.14,,,WG18,Trochtelfingen,Germany,OC,127,12,D,NF,28,,,3,,,1.1,,,0.5,,,0.5,,,,,1.1,,,,,,,,22,,limestone,Jurassic,,,,,,,,,,,,,,,,,,,,BAUMXX1986,,,,,,X
wsm00741mag,47.603,7.848,,,,,0.009,,,WG86,Hollwanger-H,Germany,OC,58,31,E,NF,8,0.001,0.009,,,,-0.23,,,,,,-1.9,,,,,-0.2,,,,,,,,57,0.29,limestone,Triassi,,,,,,,,,,,,,,,,,,,3 boreholes,BECKXX1985,,,,,,E
wsm10462mag,49.816,12.119,,,,,9,,,,KTBmainhole,Germany,HFM,160,,D,SS,,9.03,9.103,,,,,,,183,,,,,,,,,,,,,,,,,,metabasite,,,,,,,,,,,,,,,,,,,,HF combined with induced seismicity,BRUDXX1995,,BRUDZO1997,10.1029/96JB02942,ZOBAHA1997,10.1029/96JB02814,X
wsm10463mag,49.816,12.119,,,,,6,,,,KTBmainhole,Germany,HFM,160,,D,SS,,6.018,6.031,,,,,,,113.5,,,,,,,,,,,,,,,,,,metabasite,,,,,,,,,,,,,,,,,,,,,BRUDXX1995,,BRUDZO1997,10.1029/96JB02942,,,X
wsm11624mag,48.566,9.81,,,,,0.191,,,,Ulm-B19/Bade,Germany,HFG,5,30,D,TS,6,,,-9.7,,,0,,,-1.5,,,,,,,,,,,,,,,,,,SANDSTONE AND CLAY,Tertiar,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,X
wsm11625mag,48.6,9.75,,,,,0.05,,,WG113,Ulm-B3/Baden,Germany,HFG,42,39,D,NS,5,,,0.65,,,0,,,0.25,,,,,,,,,,,,,,,,,,SANDSTONE AND CLAY,Tertiar,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,E
wsm11626mag,48.5,9.61,,,,,0.174,,,WG112,Ulm-B53/Bade,Germany,HFG,25,37,C,TS,10,,,1.55,,,0.4,,,0,,,,,,,,,,,,,,,,,,MARL AND LIMESTONE,Jurassic,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,X
wsm11627mag,49.81,9.76,,,,,0.088,,,WG111,Steinberg/Fr,Germany,HFG,130,17,B,TF,7,,,-21.1,,,-13.3,,,0,,,,,,,,,,,,,,,,,,LIMESTONE AND DOLOMITE,Jurassic,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,E
wsm11638mag,50.055,12.158,,,,,0.093,,,WG12,Roethenbach/,Germany,HFG,125,6,A,TF,7,,,10.5,,,3.2,,,0,,,,,,,,,,,,,,,,,,REDWITZITE,,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,,,,,E
wsm11639mag,49.96,11,,,,,0.194,,,WG11,Neusorg/Ober,Germany,HFG,126,5,A,TS,6,,,4.9,,,0.05,,,0,,,,,,,,,,,,,,,,,,MICASHALE,,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,,,,,X
wsm11642mag,49.84,9.85,,,,,0.088,,,,Neuberg/Fran,Germany,HFG,127,17,B,TS,8,,,-1.5,,,0,,,1.26,,,,,,,,,,,,,,,,,,LIMESTONE AND MARL,Jurassic,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,E
wsm11643mag,48.566,9.81,,,,,0.214,,,,Ulm-B19/Bade,Germany,HFG,25,7,B,TS,5,,,-21.5,,,-22.3,,,0,,,,,,,,,,,,,,,,,,SANDSTONE AND CLAY,Tertiar,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,X
wsm11645mag,50.59,6.26,,,,,0.252,,,WG84,Konzen/NRhei,Germany,HFG,120,10,A,TF,9,,,0,,,0.9,,,0,,,,,,,,,,,,,,,,,,SHALE - SHILTSTONE AND QUARZITE,,,,0,,,,,,,,,,,,,,,,,RUMMBA1983,,,,,,X
wsm11646mag,48.258,8.141,,,,,0.171,,,WG6b,Schoenmatt/B,Germany,HFG,152,9,A,TF,9,,,9.6,,,1.7,,,0,,,,,,,,,,,,,,,,,,GNEISS,Carboniferous,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,,,,,X
wsm11648mag,48.233,8.283,,,,,0.17,,,WG121,Moosengrnd/B,Germany,HFG,119,22,B,TF,10,,,-0.65,,,-0.6,,,0,,,,,,,,,,,,,,,,,,GRANITE,Carboniferous,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,,,,,X
wsm20705mag,50.433,8.217,,,,,0.296,,,WG81,Wirbelau,Germany,(HFM) OC,150,20,D,U,5,,,19.5,,,,,,10.6,,,,,,,,,,,,,,,,32,,limestone,Mid. Devonian,,,,,,,,,,,,,,,,,,,"X-quality due to inconsistency in references, mag-values from wsm-entry",SCHMXX1981,10.1016/0191-8141(81)90027-4,ILLIGR1979,10.1016/0040-1951(79)90245-2,,,X
wsm20706mag,50.4,8.183,,,,,0.241,,,WG80,Villmar,Germany,(HFM) OC,145,,D,U,1,,,11.9,,,,,,6.9,,,,,,,,,,,,,,,,32,,limestone,Mid. Devonian,,,,,,,,,,,,,,,,,,,"X-quality due to inconsistency in references, mag-values from wsm-entry",SCHMXX1981,10.1016/0191-8141(81)90027-4,ILLIGR1979,10.1016/0040-1951(79)90245-2,,,X
wsm20746mag,49.364,6.825,,,,,1.411,,,,SchwalbachMine,Germany,HF,147,,D,SS,,,,43.2,,,37.4,,,20.7,,,,,,,,,,,,,,,,,,,Pennsylvanian,,,,,,,,,,,,,,,,,,,,ALBEFR2011,10.1111/j.1365-246X.2011.05047.x ,,,,,D
wsm21361mag,48.55,9.98,,,,,0.209,,,,Ulm-B7/1/Bad,Germany,HFG,90,11,E,SS,4,,,-8.4,,,0,,,-2.6,,,,,,,,,,,,,,,,,,SANDSTONE AND CLAY,Tertiar,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,X
wsm21362mag,48.55,9.98,,,,,0.19,,,,Ulm-B7/1/Bad,Germany,HFG,90,12,E,NF,4,,,0,,,7.4,,,-3.5,,,,,,,,,,,,,,,,,,SANDSTONE AND CLAY,Tertiar,,,,,,,,,,,,,,,,,,,,RUMMXX1983,,,,,,X
wsm22544mag,54.02035,8.85374,,,,,1.83,,,,Dieksand1a,Germany,WVA,100,,E,TF,,,,42.9,,,36.5,,,31.1,,,,,,,,,,,,,,,,,,claystone,LowerCretaceous,,,,,,,,,,,,,,,,,,,"Method: Shear wave velocity anisotropy analysis in laboratory, principle stresses not horizontally oriented",WOLTBE2000,,,,,,C
wsm22545mag,54.02273,8.8248,,,,,1.481,,,,Dieksand1,Germany,WVA,123,,E,TF,,,,43.7,,,38.7,,,28,,,,,,,,,,,,,,,,,,,UpperCretaceous,,,,,,,,,,,,,,,,,,,"Method: Shear wave velocity anisotropy analysis in laboratory, principle stresses not horizontally oriented",WOLTBE2000,,,,,,C
wsm22546mag,54.02273,8.8248,,,,,1.611,,,,Dieksand1,Germany,WVA,,,E,U,,,,34.3,,,34.3,,,43.3,,,,,,,,,,,,,,,,,,,(UpperZechstein-lowerTrias)Haselgebirge,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
wsm22627mag,54.026,8.731,,,,,2.216,,,,Mittelplate A1,Germany,WVA,69,,E,NF,,,,47,,,31.4,,,16,,,,,,,,,,,,,,,,,,sandstone,Dogger epsilon,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
wsm22650mag,48.2833,9.0167,,,,,0.065,,,WG83,Onstmettingen,Germany,(HFM) OC,130,14,D,U,4,,,2.5,,,,,,2.1,,,,,,,,,,,,,,,,,,limestone,UpperJurassic,,,,,,,,,,,,,,,,,,,"within Hohenzollern graben, not quite clear how the entry is assembled",GREIXX1978,,GREIXX1975,10.1016/0040-1951(75)90150-X,GREIIL1977,10.1007/978-3-0348-5745-1_2,X
wsm22653mag,48.17,9.08,,,,,0.035,,,WG16,Strassberg,Germany,OC,152,12,C,TF,13,,,1.9,,,-0.2,,,-0.2,,,-0.2,,,,,1.9,,,,,,,,73.9,0.32,limestone,UpperJurassic,,,,,,,,,,,,,,,,,,,"outside Hohenzollern graben, not quite clear how the entry is assembled",GREIXX1978,,GREIXX1975,10.1016/0040-1951(75)90150-X,GREIIL1977,10.1007/978-3-0348-5745-1_2,X
wsm22696mag,54.026,8.731,,,,,2.142,,,,Mittelplate A3,Germany,WVA,,,E,U,,,,52.6,,,40,,,36,,,,,,,,,,,,,,,,,,sandstone,Dogger epsilon,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
wsm22730mag,47.84,8.047,,,,,0.095,,,WG87,Krunkelbach,Germany,OC,93,,D,NF,6,,,12.9,,,3.7,,,-1.4,,,,,,,,,,,,,,,,54.5,0.27,granite,Carboni,,,,,,,,,,,,,,,,,,,SH=5.2 - Sh=0.8 - Triax-measurements,WOLTXX1987,,BECKPA1992,,GRUNST1992,10.1029/91JB01963,X
wsm22753mag,48.28,8.133,,,,,0.185,,,WG4b,Hechtsberg/B,Germany,HFG,150,5,A,TF,10,,,4.1,,,2.9,,,0,,,,,,,,,,,,,,,,,,gneiss,Carboniferous,,,,,,,,,,,,,,,,,,,,RUMMBA1987,,BECKPA1992,,BAUMRU1989,10.1016/0148-9062(89)91446-0,X
wsm42472mag,54.023,8.745,,,,,1.868,,,,Mittelplate A8b2,Germany,WVA,,,E,U,,,,46.9,,,39,,,32,,,,,,,,,,,,,,,,,,sandstone,Dogger delta,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
wsm42473mag,54.023,8.745,,,,,1.867,,,,Mittelplate A8b2,Germany,WVA,,,E,SS,,,,44.5,,,38.5,,,33,,,,,,,,,,,,,,,,,,claystone,Lower Cretaceous,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
wsm22497a,49.7083,8.6517,,,,,0.14,,,,Auerbach (Bensheim),Germany,OC,125,12,,,,,,,,,,,,,,,2.1,,,,,3.4,,,,,,,,72.6,0.36,Diorite,Hercynian,,,,,,,,,,,,,,,,,,,"doorstopper,  contradicting references, values only from secondary sources",GREIIL1977,10.1007/978-3-0348-5745-1_2,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,BECKPA1992,,D
wsm22497b,49.7083,8.6517,,,,,0.14,,,,Auerbach (Bensheim),Germany,OC,136,7,B,U,16,,,,,,,,,,,,3.1,,,,,4.5,,,,,,,,72.6,0.36,Diorite,Hercynian,,,,,,,,,,,,,,,,,,,"doorstopper, contradicting references, primary source for WSM values not available, in theory lower standard deviation of X-quality record",GREIXX1978,,GREIXX1975a,,,,X
wsm20769mag,50.75,13.333,,,,,0.14,,,,Mittelsaida,Germany,OC,167,,E,,,,,4.5,,,,,,3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,doorstopper,BECKPA1992,,MJAKXX1983,,,,D
wsm22658mag,50.74,13.76,,,,,0.08,,,,Zinnwald(Erzgebirge),Germany,OC,159,,E,,,,,6.8,,,3.4,,,3.4,,,3.4,,,,,,,,,,,,,1.5,0.28,albitophyr,Carbon,,,,,,,,,,,,,,,,,,,"sigma1-plunge 17 deg., doorstopper, 750m above sealevel",MJAKXX1983,,BECKPA1992,,GRUNST1992,10.1029/91JB01963,C
wsm22751mag,50.683,12.95,,,,,0.186,,,,Thum-Ehrenfiedersdorf,Germany,OC,135,,E,,,,,5.8,,,4.8,,,4.5,,,4.5,,,,,,,,,,,,,1.5,0.25,micaschistgneiss,Precambrian,,,,,,,,,,,,,,,,,,,"sigma1-plunge 20 deg., doorstopper, 420m above sealevel",MJAKXX1983,,BECKPA1992,,GRUNST1992,10.1029/91JB01963,C
wsm42474mag,54.026,8.731,,,,,2.132,,,,Mittelplate A6,Germany,WVA,99,,E,TF,,,,63.9,,,50.8,,,44,,,,,,,,,,,,,,,,,,sandstone,Dogger delta,,,,,,,,,,,,,,,,,,,Method: Shear wave velocity anisotropy analysis in laboratory ,WOLTBE2000,,,,,,C
K1984-01,50.236274,11.458864,,,,,0.0001,,,,Geuser,Germany,OC,139,9,,,15,,,,,,,,,,,,1.6,0.4,,,,9.1,1,,,,,,,54,0.3,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=4.4",KRAFXX1984,,,,,,E
K1984-02,50.128002,11.867053,,,,,0.0001,,,,Waldstein,Germany,OC,172,4,,,27,,,,,,,,,,,,2.2,0.7,,,,7.7,1.2,,,,,,,63,0.35,granite,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=4.1",KRAFXX1984,,,,,,E
K1984-03,50.117069,11.902737,,,,,0.0001,,,,Weißenstadt,Germany,OC,150,5,,,21,,,,,,,,,,,,-0.7,0.2,,,,5.5,0.4,,,,,,,57,0.34,granite,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=4.9",KRAFXX1984,,,,,,E
K1984-04,49.910709,11.924383,,,,,0.0001,,,,Unterwappenöst,Germany,OC,140,10,,,24,,,,,,,,,,,,7.1,0.5,,,,13.8,0.7,,,,,,,61,0.36,marble,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=9.7",KRAFXX1984,,,,,,E
K1984-05,49.899256,11.941452,,,,,0.0001,,,,Rotenhof,Germany,OC,53,6,,,30,,,,,,,,,,,,16.1,0.9,,,,21.9,1.2,,,,,,,80,0.4,basalt,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=9.3",KRAFXX1984,,,,,,E
K1984-06,49.994395,12.202132,,,,,0.0001,,,,Hirschentanz,Germany,OC,119,12,,,15,,,,,,,,,,,,-4.7,1,,,,-3.1,0.2,,,,,,,70,0.3,basalt,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=13.6",KRAFXX1984,,,,,,E
K1984-07,50.258905,11.356938,,,,,0.0001,,,,Dörfles,Germany,OC,143,7,,,24,,,,,,,,,,,,-2.6,0.9,,,,3.7,1,,,,,,,38,0.3,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=3.9",KRAFXX1984,,,,,,E
K1984-08,50.244925,11.390422,,,,,0.0001,,,,Unterrodach,Germany,OC,156,3,,,18,,,,,,,,,,,,1.1,0.6,,,,6.3,0.7,,,,,,,40,0.32,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=4.2",KRAFXX1984,,,,,,E
K1984-09,49.961911,11.653231,,,,,0.07,,,,Döhlau,Germany,OC,133,6,,,36,,,,,,,,,,,,17.1,0.9,,,,23.1,1,,,,,,,48,0.4,dolomitic limestone,,,,,,,,,,,,,,,,,,,,sigma_therm=3.4,KRAFXX1984,,,,,,C
K1984-10,49.954074,11.081613,,,,,0.0001,,,,Ludwag,Germany,OC,134,9,,,21,,,,,,,,,,,,-0.6,0.5,,,,7.6,0.7,,,,,,,52,0.35,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=2.9",KRAFXX1984,,,,,,E
K1984-11,49.864859,11.173715,,,,,0.0001,,,,Heiligenstadt,Germany,OC,146,12,,,15,,,,,,,,,,,,-10.4,0.6,,,,-8.3,0.4,,,,,,,40,0.33,marly limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=3.9",KRAFXX1984,,,,,,E
K1984-12,49.806066,11.506741,,,,,0.0001,,,,Leups,Germany,OC,131,11,,,27,,,,,,,,,,,,2.3,1,,,,8.7,0.9,,,,,,,58,0.33,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=5.5",KRAFXX1984,,,,,,E
K1984-13,49.765955,11.536645,,,,,0.0001,,,,Pegnitz,Germany,OC,165,9,,,27,,,,,,,,,,,,1.3,0.7,,,,6.8,0.9,,,,,,,43,0.33,limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=5.7",KRAFXX1984,,,,,,E
K1984-14,49.718592,11.448692,,,,,0.0001,,,,Weidensees,Germany,OC,155,11,,,21,,,,,,,,,,,,1.3,0.7,,,,4.5,0.7,,,,,,,54,0.32,dolomitic limestone,,,,,,,,,,,,,,,,,,,,"very shallow measurement, sigma_therm=4.9",KRAFXX1984,,,,,,E
wsm20758mag,50.37,7.9,,,,,0.006,,,WG50,Fachingen,Germany,OC,160,,E,NF,,,,-0.01,,,-0.3,,,,,,,,,,,,,,,,,,,10,,Limestone,Devonian,,,,,,,,,,,,,,,,,,,Rel. high fracture density with open fissures. About 20 DS measurements / Greiner pers. Comm. ,SCHMXX1981,10.1016/0191-8141(81)90027-4,,,,,E
wsm20759mag,50.32,8.07,,,,,0.006,,,WG49,Hanstaetten,Germany,OC,150,,E,SS,,,,0.02,,,-0.26,,,,,,,,,,,,,,,,,,,10,,Limestone,Devonian,,,,,,,,,,,,,,,,,,,Rel. high fracture density with open fissures. About 20 DS measurements / Greiner pers. Comm.,SCHMXX1981,10.1016/0191-8141(81)90027-4,,,,,E
wsm20760mag,49.95,7.77,,,,,0.006,,,WG48,Stromberg,Germany,OC,150,,E,SS,,,,0.2,,,-0.2,,,,,,,,,,,,,,,,,,,,,Limestone,Devonian,,,,,,,,,,,,,,,,,,,about 20 DS measurements,SCHMXX1981,10.1016/0191-8141(81)90027-4,,,,,E
wsm20761mag,50.76,6.3,,,,,0.006,,,WG41,Gressenich,Germany,OC,146,,E,U,,,,-1.3,,,-4.5,,,,,,,,,,,,,,,,,,,,,Limestone,Devonian,,,,,,,,,,,,,,,,,,,about 20 DS measurements,SCHMXX1981,10.1016/0191-8141(81)90027-4,,,,,E
wsm20756mag,48.74,8.253,,,,,0.006,,,"Leisberg, WG54",Baden-Baden,Germany,OC,138,,E,NF,,,,5.4,,,,,,,,,,,,,,,,,,,,,,32,,Limestone,Tertiary,,,,,,,,,,,,,,,,,,,about 20 DS measurements,SCHIXX1978,,SCHMXX1981,10.1016/0191-8141(81)90027-4,,,E
wsm20757mag,50.55,8.63,,,,,0.004,,,WG53,Wetzlar,Germany,OC,126,6,E,NF,,,,,,,,,,,,,-0.5,,,,,-0.3,,,,,,,,9,,Limestone,Tertiary,,,,,,,,,,,,,,,,,,,SCHMXX1981 has different values while also referencing to Elmohandes (personal communication).,ELMOXX1982,,,,,,E
wsm00742mag,47.44,7.81,,,,,0.003,,,SZ14,Zunzgen,Switzerland,OC,138,12,E,U,10,,,,,,,,,,,,0.02,,,,,0.22,,,,,,,,30.4,0.31,Limestone,Jurassic,,,,,,,,,,,,,,,,,,,,BECKXX1985,,,,,,E
wsm00743mag,47.48,8.44,,,,,0.4,,,SZ13,Dielsdorf,Switzerland,OC,115,6,D,U,5,,,,,,,,,,,,-0.04,,,,,0.28,,,,,,,,46.5,0.25,Limestone,Jurassic,,,,,,,,,,,,,,,,,,,,BECKXX1985,,,,,,X
wsm00744mag,47.52,8.27,,,,,0.005,,,SZ12,Endingen,Switzerland,OC,87,8,E,U,5,,,,,,,,,,,,-0.04,,,,,0.22,,,,,,,,52.7,0.21,Limestone,,,,,,,,,,,,,,,,,,,,,BECKXX1985,,,,,,E
wsm00747mag,47.41,7.86,,,,,0.002,,,SZ11,Haefelfingen,Switzerland,OC,12,14,E,NF,8,,,,,,,,,,,,-0.45,,,,,-0.07,,,,,,,,53.1,0.27,Limestone,Jurassic,,,,,,,,,,,,,,,,,,,,BECKXX1985,,,,,,E
wsm00749mag,47.49,7.65,,,,,0.015,,,SZ16,Schoenmatt,Switzerland,OC,171,2,D,NF,2,,,1.49,,,0.71,,,0.53,,,,,,,,,,,,,,,,52.9,0.28,Limestone,Jurassic,,,,,,,,,,,,,,,,,,,triax,BECKXX1985,,,,,,X
BW1994-1,47.43,7.495,,,,,0.03,,,Dittingen 2,,Switzerland,BS,98,,,,,,,6.3,,,,,,2,,,,,,,,,,,,,0.8,,,70,0.24,Limestone,Upper Jurassic (Squanian),2.68,,,,,,,,,,,,,,,,,AZI,"horizontal borehole in quarry wall in N-S direction (1.35m depth from quarry wall), determination of stresses in E-W perpendicular borehole axis, i.e. approximately perpendicular to principal shortening of the Jura Mountains. Supposedly, stress orientations and magnitudes should largely reflect a stress field related to the weight of the overburden, but not strongly influenced by tectonic stresses. thick-bedded, flat lying or moderately inclined (<10deg), weakly jointed Upper Jurassic (Squanian) limestones in the western part of the Laufen Basin. magnitudes approximately 10 times higher than expected using a Young’s modulus E=70 GPa tained from uniaxial loading tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,D
BW1994-2,47.43,7.495,,,,,0.03,,,Dittingen 2,,Switzerland,BS,17,,,,,,,10.7,,,,,,4.6,,,,,,,,,,,,,0.8,,,70,0.24,Limestone,Upper Jurassic (Squanian),2.68,,,,,,,,,,,,,,,,,,"horizontal borehole in quarry wall in N-S direction (1.5m depth from quarry wall), determination of stresses in E-W perpendicular borehole axis, i.e. approximately perpendicular to principal shortening of the Jura Mountains. Supposedly, stress orientations and magnitudes should largely reflect a stress field related to the weight of the overburden, but not strongly influenced by tectonic stresses. thick-bedded, flat lying or moderately inclined (<10deg), weakly jointed Upper Jurassic (Squanian) limestones in the western part of the Laufen Basin. magnitudes approximately 10 times higher than expected using a Young’s modulus E=70 GPa tained from uniaxial loading tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,D
BW1994-3,47.43,7.495,,,,,0.03,,,Dittingen 2,,Switzerland,BS,174,,,,,,,7.3,,,,,,2.1,,,,,,,,,,,,,0.8,,,70,0.24,Limestone,Upper Jurassic (Squanian),2.68,,,,,,,,,,,,,,,,,,"horizontal borehole in quarry wall in N-S direction (1.7m depth from quarry wall), determination of stresses in E-W perpendicular borehole axis, i.e. approximately perpendicular to principal shortening of the Jura Mountains. Supposedly, stress orientations and magnitudes should largely reflect a stress field related to the weight of the overburden, but not strongly influenced by tectonic stresses. thick-bedded, flat lying or moderately inclined (<10deg), weakly jointed Upper Jurassic (Squanian) limestones in the western part of the Laufen Basin. magnitudes approximately 10 times higher than expected using a Young’s modulus E=70 GPa tained from uniaxial loading tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,D
BW1994-4,47.43,7.495,,,,,0.03,,,Dittingen 2,,Switzerland,BS,19,,,,,,,5.4,,,,,,2.9,,,,,,,,,,,,,0.8,,,70,0.24,Limestone,Upper Jurassic (Squanian),2.68,,,,,,,,,,,,,,,,,," horizontal borehole in quarry wall in N-S direction (1.85m depth from quarry wall), determination of stresses in E-W perpendicular borehole axis, i.e. approximately perpendicular to principal shortening of the Jura Mountains. Supposedly, stress orientations and magnitudes should largely reflect a stress field related to the weight of the overburden, but not strongly influenced by tectonic stresses. thick-bedded, flat lying or moderately inclined (<10deg), weakly jointed Upper Jurassic (Squanian) limestones in the western part of the Laufen Basin. magnitudes approximately 10 times higher than expected using a Young’s modulus E=70 GPa tained from uniaxial loading tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,D
BW1994-5,47.43,7.495,,,,,0.03,,,Dittingen 2,,Switzerland,BS,159,,,,,,,8.1,,,,,,2.5,,,,,,,,,,,,,0.8,,,70,0.24,Limestone,Upper Jurassic (Squanian),2.68,,,,,,,,,,,,,,,,,,"horizontal borehole in quarry wall in N-S direction (2.45m depth from quarry wall), determination of stresses in E-W perpendicular borehole axis, i.e. approximately perpendicular to principal shortening of the Jura Mountains. Supposedly, stress orientations and magnitudes should largely reflect a stress field related to the weight of the overburden, but not strongly influenced by tectonic stresses. thick-bedded, flat lying or moderately inclined (<10deg), weakly jointed Upper Jurassic (Squanian) limestones in the western part of the Laufen Basin. magnitudes approximately 10 times higher than expected using a Young’s modulus E=70 GPa tained from uniaxial loading tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,D
BW1994-6,47.43,7.511,,,,,0.0031,,,Laufen 1,,Switzerland,BS,36,,,,,,,,,,,,,,,,0.4,,,,,1.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-7,47.43,7.511,,,,,0.00425,,,Laufen 1,,Switzerland,BS,87,,,,,,,,,,,,,,,,0.1,,,,,1.1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-8,47.43,7.511,,,,,0.00465,,,Laufen 1,,Switzerland,BS,123,,,,,,,,,,,,,,,,0.5,,,,,0.9,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,AZI,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-9,47.43,7.511,,,,,0.0048,,,Laufen 1,,Switzerland,BS,21,,,,,,,,,,,,,,,,0.5,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-10,47.43,7.511,,,,,0.00495,,,Laufen 1,,Switzerland,BS,90,,,,,,,,,,,,,,,,0.3,,,,,0.4,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-11,47.43,7.511,,,,,0.0051,,,Laufen 1,,Switzerland,BS,42,,,,,,,,,,,,,,,,0.1,,,,,0.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-12,47.43,7.511,,,,,0.0052,,,Laufen 1,,Switzerland,BS,66,,,,,,,,,,,,,,,,0.1,,,,,0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-13,47.43,7.511,,,,,0.0053,,,Laufen 1,,Switzerland,BS,35,,,,,,,,,,,,,,,,0.2,,,,,0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-14,47.43,7.511,,,,,0.0054,,,Laufen 1,,Switzerland,BS,37,,,,,,,,,,,,,,,,0.2,,,,,0.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-15,47.43,7.511,,,,,0.0055,,,Laufen 1,,Switzerland,BS,28,,,,,,,,,,,,,,,,0.4,,,,,0.5,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-16,47.43,7.511,,,,,0.0056,,,Laufen 1,,Switzerland,BS,170,,,,,,,,,,,,,,,,0,,,,,0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,AZI,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-17,47.43,7.511,,,,,0.0057,,,Laufen 1,,Switzerland,BS,179,,,,,,,,,,,,,,,,0.4,,,,,1.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,AZI,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-18,47.43,7.511,,,,,0.0058,,,Laufen 1,,Switzerland,BS,68,,,,,,,,,,,,,,,,0.1,,,,,0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-19,47.43,7.511,,,,,0.00595,,,Laufen 1,,Switzerland,BS,166,,,,,,,,,,,,,,,,0.2,,,,,0.5,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,AZI,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-20,47.43,7.511,,,,,0.0062,,,Laufen 1,,Switzerland,BS,82,,,,,,,,,,,,,,,,0.3,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-21,47.43,7.511,,,,,0.0063,,,Laufen 1,,Switzerland,BS,39,,,,,,,,,,,,,,,,0.3,,,,,0.5,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-22,47.43,7.511,,,,,0.0064,,,Laufen 1,,Switzerland,BS,64,,,,,,,,,,,,,,,,0.1,,,,,0.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-23,47.43,7.511,,,,,0.0065,,,Laufen 1,,Switzerland,BS,57,,,,,,,,,,,,,,,,0,,,,,0.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-24,47.43,7.511,,,,,0.0067,,,Laufen 1,,Switzerland,BS,83,,,,,,,,,,,,,,,,0.3,,,,,0.5,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-25,47.43,7.511,,,,,0.0069,,,Laufen 1,,Switzerland,BS,54,,,,,,,,,,,,,,,,0.2,,,,,0.5,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,Vertical borehole in a regime that should largely be controlled by tectonic stresses. 90 m distance between the borehole and the 50-m high quarry face.,BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-26,47.43,7.495,,,,,0.00122,,,Dittingen 1,,Switzerland,BS,68,,,,,,,,,,,,,,,,0.2,,,,,0.4,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-27,47.43,7.495,,,,,0.00168,,,Dittingen 1,,Switzerland,BS,147,,,,,,,,,,,,,,,,-0.5,,,,,0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-28,47.43,7.495,,,,,0.00203,,,Dittingen 1,,Switzerland,BS,25,,,,,,,,,,,,,,,,0.1,,,,,0.4,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-29,47.43,7.495,,,,,0.00227,,,Dittingen 1,,Switzerland,BS,62,,,,,,,,,,,,,,,,-0.3,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-30,47.43,7.495,,,,,0.0024,,,Dittingen 1,,Switzerland,BS,14.6,,,,,,,,,,,,,,,,0.3,,,,,1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-31,47.43,7.495,,,,,0.00275,,,Dittingen 1,,Switzerland,BS,160,,,,,,,,,,,,,,,,0.5,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-32,47.43,7.495,,,,,0.00295,,,Dittingen 1,,Switzerland,BS,165,,,,,,,,,,,,,,,,0.5,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-33,47.43,7.495,,,,,0.00329,,,Dittingen 1,,Switzerland,BS,64,,,,,,,,,,,,,,,,0.6,,,,,1.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-34,47.43,7.495,,,,,0.00366,,,Dittingen 1,,Switzerland,BS,102,,,,,,,,,,,,,,,,0.2,,,,,0.6,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-35,47.43,7.495,,,,,0.00395,,,Dittingen 1,,Switzerland,BS,26,,,,,,,,,,,,,,,,0.5,,,,,0.7,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-36,47.43,7.495,,,,,0.00148,,,Dittingen 1,,Switzerland,OC,161,,,,,,,,,,,,,,,,-0.4,,,,,0.1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-37,47.43,7.495,,,,,0.00179,,,Dittingen 1,,Switzerland,OC,153,,,,,,,,,,,,,,,,-0.5,,,,,-0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-38,47.43,7.495,,,,,0.00201,,,Dittingen 1,,Switzerland,OC,164,,,,,,,,,,,,,,,,-0.3,,,,,0.1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-39,47.43,7.495,,,,,0.0022,,,Dittingen 1,,Switzerland,OC,68,,,,,,,,,,,,,,,,-0.6,,,,,-0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-40,47.43,7.495,,,,,0.0024,,,Dittingen 1,,Switzerland,OC,2,,,,,,,,,,,,,,,,-0.1,,,,,0,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-41,47.43,7.495,,,,,0.00259,,,Dittingen 1,,Switzerland,OC,39,,,,,,,,,,,,,,,,-0.1,,,,,0.1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-42,47.43,7.495,,,,,0.00277,,,Dittingen 1,,Switzerland,OC,28,,,,,,,,,,,,,,,,-0.6,,,,,-0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-43,47.43,7.495,,,,,0.00298,,,Dittingen 1,,Switzerland,OC,33,,,,,,,,,,,,,,,,0.8,,,,,1.1,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-44,47.43,7.495,,,,,0.00337,,,Dittingen 1,,Switzerland,OC,157,,,,,,,,,,,,,,,,-0.7,,,,,-0.3,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-45,47.43,7.495,,,,,0.00365,,,Dittingen 1,,Switzerland,OC,126,,,,,,,,,,,,,,,,-0.3,,,,,-0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-46,47.43,7.495,,,,,0.00386,,,Dittingen 1,,Switzerland,OC,46,,,,,,,,,,,,,,,,-0.2,,,,,0,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-47,47.43,7.495,,,,,0.00501,,,Dittingen 1,,Switzerland,OC,106,,,,,,,,,,,,,,,,-4.1,,,,,-3.6,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-48,47.43,7.495,,,,,0.00548,,,Dittingen 1,,Switzerland,OC,116,,,,,,,,,,,,,,,,-0.5,,,,,-0.2,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
BW1994-49,47.43,7.495,,,,,0.00596,,,Dittingen 1,,Switzerland,OC,147,,,,,,,,,,,,,,,,-1.5,,,,,1.9,,,,,,,,7,0.24,Limestone,Upper Jurassic (Squanian),,,,,,,,,,,,,,,,,,,"Two vertical boreholes, one for borehole slotter and another for doorstopper tests, in close proximity in a presumed heterogenous stress regime of a rock slide area. Stress magnitudes from the doorstopper are generally smaller than those from the borehole slotter tests.",BECKWE1994,10.1111/j.1365-3121.1994.tb00527.x,,,,,E
wsm10403mag,47.478,8.116,,,,,0.007,,,,Linn,Switzerland,BS,21,10,E,U,7,,,,,,,,,,,,1.4,0.6,,,,2.2,0.8,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,B-quality after BECKPA1990. The calculated stress magnitudes using The elastic properties from uniaxial load tests probably only give reasonable estimates of The upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10404mag,47.333,7.378,,,,,0.005,,,,Courrendlin,Switzerland,BS,178,19,E,U,5,,,,,,,,,,,,-1.6,2.8,,,,1.6,1.7,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10405mag,47.014,6.718,,,,,0.013,,,,La Chaux-du-Milieu,Switzerland,BS,177,10,D,U,6,,,,,,,,,,,,0.3,1.8,,,,2.2,1.1,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10406mag,47.041,7.009,,,,,0.013,,,,Cornaux,Switzerland,BS,177,23,D,U,13,,,,,,,,,,,,4.8,3.9,,,,9.7,4.1,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. May be influenced by topography. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10407mag,47.223,7.534,,,,,0.009,,,,Solothurn,Switzerland,BS,173,18,E,U,4,,,,,,,,,,,,-3,4.1,,,,5,5,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,Topographic concerns result in D-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10409mag,47.429,7.538,,,,,0.007,,,,Brislach,Switzerland,BS,106,22,E,U,10,,,,,,,,,,,,1,0.6,,,,2,1.2,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,B-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10410mag,47.426,7.221,,,,,0.003,,,,Charmoille,Switzerland,BS,79,,E,U,1,,,,,,,,,,,,0.8,,,,,1.8,,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,Only one measurement. D-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10411mag,47.255,7.03,,,,,0.017,,,,LeBemont,Switzerland,BS,148,16,D,U,7,,,,,,,,,,,,1.4,0.6,,,,3.2,1.4,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10412mag,47.343,7.907,,,,,0.012,,,,Olten,Switzerland,BS,16,14,D,U,8,,,,,,,,,,,,-1.3,2.7,,,,2.5,1.5,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10413mag,47.117,6.849,,,,,0.014,,,,La Chaux-de-Fonds,Switzerland,BS,176,16,D,U,10,,,,,,,,,,,,1.5,1,,,,3.2,1.5,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10414mag,47.183,7.289,,,,,0.007,,,,Vauffelin,Switzerland,BS,20,19,E,U,6,,,,,,,,,,,,-0.3,1.2,,,,3.6,1.2,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10416mag,47.404,7.461,,,,,0.013,,,,Liesberg,Switzerland,BS,15,25,D,U,5,,,,,,,,,,,,0.4,0.3,,,,0.9,0.6,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10417mag,47.438,7.054,,,,,0.007,,,,Courchavon,Switzerland,BS,3,19,E,U,6,,,,,,,,,,,,1.6,1.8,,,,4.9,2.2,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10418mag,47.42,7.669,,,,,0.007,,,,Seewen,Switzerland,BS,166,21,E,U,10,,,,,,,,,,,,-3.6,3.4,,,,0.8,2.4,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm11604mag,47.378,7.166,,,,,0.25,,,,MontTerri,Switzerland,"BS, OC, HF",140,,D,NF,,,,6.5,,,4,,,0.6,,,,,,,,,,,,,,,,,0.33,clayshale,Dogger,,,2,,,,,,,,,,,,,,,,Methods gave conflicting results. HF openend bedding planes. Triax. undercore method used. Ranges: 6<sigma1<7; 4<sigma2<5; 0.6<sigma3<2. Low stress magnitudes may be related to erosion and stress relief phenomena - Young's modulus is 4.2 GPa perpendicular and 12.2 GPa parallel to bedding - NUMBER and SD not given.,MARTLA2003,10.1016/S1365-1609(03)00113-8,,,,,D
wsm20057mag,47.644921,8.649552,,,,,0.48,,,,Benken,Switzerland,HFU,178,14,B,SS,14,0.175,0.789,25.6,,,19.3,,,19.1,,,,,,,,,,,,,,,,,,sediment,,,,,,,,,,,,,,,,,,,DEPTH,"This record is only left to warn against the corresponding WSM record! It contains very misleading stress magnitude information as result of using arbitrary magnitudes in combination with an averaged depth value. Please refer to the other Benken-records! (no linear relationship between stress magnitudes and depth, principle stresses not horizontally oriented.)",NAGRXX2000,,,,,,E
wsm20058mag,47.48,7.71,,,,,0.014,,,SZ15,Bintal,Switzerland,OC,9,31,D,NF,4,,,1.65,,,0.82,,,0.66,,,,,,,,,,,,,,,,56.9,0.28,Limeston,Jurassic,,,,,,,,,,,,,,,,,,,triax,BECKXX1985,,,,,,X
wsm38658mag,47.4649,8.1163,,,,,0.342,,,,Bötzberg,Switzerland,HF,180,4,D,SS,2,0.34,0.344,8.6,,,8.35,,,5.6,,,5.6,0.05,,,,6.1,0.1,,8.6,,8.35,0.05,,,,,,2.5,,,,,8.25,0.15,5.625,0.025,,,,,,,,,,"SH calculated considering porepressure with groundwaterlevel 88 m below surface, upper bound without porepressure. Two hydrofracs with 4m vertical distance. Fracs with 90 as well as 70 deg plunge logged. Setting with pronounced topography.",KLEEBE2013,,,,,,B
wsm00765mag,47.193,14.69,,,,,1.1,,,AS8,Fohnsdorf,Austria,OC,7,1,B,SS,15,,,38.5,,,18,,,8.5,,,,,,,,,,,,,,,,26,0.1,sandstone,,,,,,,,,,,,,,,,,,,,From Becker's Compilation. Doorstopper and Triaxial-measurements. Principle stresses not horizontally oriented,KOHLET1979,10.1007/BF01241086,,,,,X
wsm04980mag,47.208,12.477,,,,,0.03,,,AS5,Felbertal,Austria,OC,26,,D,NF,31,,,24.2,,,15.3,,,4.6,,,,,,,,,,,,,,,,22,0.1,prasinit,,,,,,,,,,,,,,,,,,,,sigma1-plunge 35 deg. Anisotropic rock. E=22GPa v=0.1 was chosen for calculations. Published at C+R. Doorstopper-measurement.,CARNRO1976,,,,,,C
wsm20062mag,47.467,9.9,,,,,0.185,,,,Langenegg,Austria,OC,86,,D,TF,4,,,23.1,,,13.1,,,5.2,,,,,,,,,,,,,,,,,,sandstone,,,,,,,,,,,,,,,,,,,,No information on standard deviation. Assumed to be < 20+. Triax-measurement.,INNEXX1977,,,,,,X
C1983-1,47.83,7.27,,,,,0.7,,,FR37,Mulhouse,France,"HF, HTPF",11,1,B,U,,,,,,,,,,,,,,,,,,26,,,,,,,,,,"salty sedimentary deposits, salt deposits with anhydrite beds",,,,,16.9,,16.7,,14.2,,,,,,,,10,,,"Measured in the vinicity of a one meter thick bed made of an alternance of anhydrite and shale. Direction of the fractures parallel so nearby salt diapir. Approx. coordinates.  (s. wsm00588); ranked as D quality because stress info is highly incomplete but pressure values are given. Dataset of better quality for Le Mayet de Montagne (central France) in the same reference, just not fitting into German focus of database, therefore not (yet) included.",CORNXX1983,,,,,,D
C1983-2,47.83,7.27,,,,,0.694,,,FR37,Mulhouse,France,"HF, HTPF",11,1,B,U,,,,,,,,,,,,,,,,,,21,,,,,,,,,,"salty sedimentary deposits, salt deposits with anhydrite beds",,,,,18.9,,15,,12.2,,,,,,,,12,,,"Direction of the fractures parallel to nearby salt diapir. Approx. coordinates. (s. wsm00588); ranked as D quality because stress info is highly incomplete but pressure values are given. Dataset of better quality for Le Mayet de Montagne (central France) in the same reference, just not fitting into German focus of database, therefore not (yet) included.",CORNXX1983,,,,,,D
C1983-3,47.83,7.27,,,,,0.691,,,FR37,Mulhouse,France,"HF, HTPF",11,1,B,U,,,,,,,,,,,,,,,,,,21,,,,,,,,,,"salty sedimentary deposits, salt deposits with anhydrite beds",,,,,19.2,,,,12.2,,,,,,,,10,,,"Direction of the fractures parallel to nearby salt diapir. Approx. coordinates.  (s. wsm00588); ranked as D quality because stress info is highly incomplete but pressure values are given. Dataset of better quality for Le Mayet de Montagne (central France) in the same reference, just not fitting into German focus of database, therefore not (yet) included.",CORNXX1983,,,,,,D
C1983-4,47.83,7.27,,,,,0.67,,,FR37,Mulhouse,France,"HF, HTPF",11,1,B,U,,,,23.5,,,15.2,,,,,,,,,,,,,,,,15.2,,,,,"salty sedimentary deposits, salt deposits with anhydrite beds",,,,,,,,,12.8,,,,,,,,,40,,"Approx. coordinates, 10 km distance to the other 3 measurements. (s. wsm00588), 18 deg borehole dip; ranked as D quality because stress info is highly incomplete but pressure values are given. Dataset of better quality for Le Mayet de Montagne (central France) in the same reference, just not fitting into German focus of database, therefore not (yet) included.",CORNXX1983,,,,,,D
wsm10390mag,47.328,6.117,,,,,0.01,,,,Marchaux,France,BS,104,14,D,U,12,,,,,,,,,,,,3,1.7,,,,5.6,2.3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,B-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10394mag,47.168,6.079,,,,,0.012,,,,Merey-sous-Montrond,France,BS,134,24,D,U,11,,,,,,,,,,,,-0.5,1.9,,,,1.3,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10396mag,47.059,5.871,,,,,0.009,,,,Samson,France,BS,110,15,E,U,11,,,,,,,,,,,,0.6,0.9,,,,2.1,0.9,,,,,,,,,,,,,,,,,,,,,,,,,,,,,A-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10397mag,47.151,6.323,,,,,0.007,,,,Valdahon,France,BS,177,13,E,U,8,,,,,,,,,,,,1.1,1.2,,,,2.2,0.6,,,,,,,,,,,,,,,,,,,,,,,,,,,,,B-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm10398mag,47.239,6.778,,,,,0.011,,,,Maiche,France,BS,28,21,D,U,10,,,,,,,,,,,,-0.1,2.1,,,,2,0.8,,,,,,,,,,,,,,,,,,,,,,,,,,,,,B-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,D
wsm10399mag,47.309,6.558,,,,,0.006,,,,Sancey-le-Long,France,BS,24,27,E,U,7,,,,,,,,,,,,0.5,1.2,,,,1.2,0.7,,,,,,,,,,,,,,,,,,,,,,,,,,,,,C-quality after BECKPA1990. The calculated stress magnitudes using the elastic properties from uniaxial load tests probably only give reasonable estimates of the upper limits of in situ stress magnitudes. Nalimov outlier test applied.,BECKXX2000,10.1016/S0040-1951(00)00089-5,BECKXX1999,10.1046/j.1365-3121.1999.00215.x,,,E
wsm11663mag,47.8,7.25,,,,,0.55,,,FR174,Wittelsheim,France,HF,10,,C,SS,13,0.5,0.65,26.3,,,18.8,,,17.6,,,,,,,,,,,,,,,,,,evaporite,,,,,,,,,,,,,,,,,,,,Stress is quite variable according to the nature of the rock (anhydrite - shale - salt - potash - active diapirism). One frac mined over 50m. Magnitudes given for d=800m.,CORNBU1992,10.1029/90JB02638,,,,,B
BR1975-1,47.4,13.1,,,,,0.75,,,Mitterberg Copper Mine 1,Mühlbach am Hochkönig,Austria,OC,148,,E,,,,,,,,20,,,29,,,,,,,,,,,,,,,,,0.35,greywacke (argillaceous phyllites and clay-containing quartzites),Paleozoic,,,,,,,,,,,,,,,,,,,"Stresses caused entirely by the overburden inasmuch as the maximum pressure direction points exactly towards the summit of the Hochkoenig. sigma1-plunge 70 deg, borehole orientation: 270/07; to eliminate the influence of the creep, all strains were extrapolated to a time-instant taken as 5 minutes after the beginning of the overcoring procedure. 664m above sea level, 10-12m borehole length, 750m overburden, 12 test cores. s. wsm00767, wsm42157.",BRUERO1975,,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,KOHLET1980,10.1007/978-3-7091-8588-9_5,C
BR1975-2,47.4,13.1,,,,,0.75,,,Mitterberg Copper Mine 2,Mühlbach am Hochkönig,Austria,OC,180,,E,,,,,,,,23,,,41,,,,,,,,,,,,,,,,,0.35,greywacke (argillaceous phyllites and clay-containing quartzites),Paleozoic,,,,,,,,,,,,,,,,,,,"Stresses caused entirely by the overburden inasmuch as the maximum pressure direction points exactly towards the summit of the Hochkoenig. sigma1-plunge 70 deg, borehole orientation: 337/05; to eliminate the influence of the creep, all strains were extrapolated to a time-instant taken as 5 minutes after the beginning of the overcoring procedure. 664m above sea level, 10-12m borehole length, 750m overburden, 18 test cores. s. wsm00767, wsm42157.",BRUERO1975,,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,KOHLET1980,10.1007/978-3-7091-8588-9_5,C
BR1975-3,47.4,13.1,,,,,0.75,,,Mitterberg Copper Mine 3,Mühlbach am Hochkönig,Austria,OC,168,,E,,,,,,,,3,,,10,,,,,,,,,,,,,,,,,0.35,greywacke (argillaceous phyllites and clay-containing quartzites),Paleozoic,,,,,,,,,,,,,,,,,,,"Stresses caused entirely by the overburden inasmuch as the maximum pressure direction points exactly towards the summit of the Hochkoenig. sigma1-plunge 70 deg, borehole orientation: 242/03; to eliminate the influence of the creep, all strains were extrapolated to a time-instant taken as 5 minutes after the beginning of the overcoring procedure. 664m above sea level, 10-12m borehole length, 750m overburden, 17 test cores. s. wsm00767, wsm42157.",BRUERO1975,,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,KOHLET1980,10.1007/978-3-7091-8588-9_5,C
KR1980-1,47.4,13.1,,,,,0.75,,,Mitterberg Copper Mine 3,Mühlbach am Hochkönig,Austria,OC,160,,,,3,,,39,3,,32,3,,13,3,,25,,,,,,,,,,34,,,40,0.35,greywacke,,,,,,,,,,,,,,,,,,,,"sigma1-plunge 70 deg, interpretation of BRUERO1975 measurement",KOHLET1980,10.1007/978-3-7091-8588-9_5,BRUERO1975,,,,C
KR1980-2,47.208,12.477,,,,,0.07,,,,Felbertal,Austria,OC,115,,,NF,,,,25,2,,16,1,,5,2,,14,,,,,,,,,,18,,,30,0.1,schist,,,,,,,,,,,,,,,,,,,,DS. Tungsten mine. Explained by topography or elasto-plastik rock properties. Vgl. wsm04980,KOHLET1980,10.1007/978-3-7091-8588-9_5,CARNRO1976,,,,C
KR1980-3,47.193,14.69,,,,,1.1,,,,Fohnsdorf,Austria,OC,8,,,,,,,54,,,25,,,11,,,33,,,,,,,,,,28,,,30,0.1,sandstone,,,,,,,,,,,,,,,,,,,,"DS and triax. In the center of a broad interalpine depression, minor influence of topography. Abandoned and flooded coal mine. S. wsm00765.",KOHLET1980,10.1007/978-3-7091-8588-9_5,,,,,C
NAG2000-01,47.644921,8.649552,,,,,0.175,,,,Benken,Switzerland,HF,160,,,,,,,,,,,,,,,,4.2,0.1,,,,6.8,0.7,,,,4.3,,,,,lower freshwater molasse,Tertiary,,,,,,,,,,,,,,,,160,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-02,47.644921,8.649552,,,,,0.212,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,5.4,0.1,,,,6.7,1.2,,,,5.2,,,,,"chalky marlstone, clayy limestone",upper Jura,,,,,,,,,,,,,,,,,,,"no frac detected, AZI from DIF/BO, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-03,47.644921,8.649552,,,,,0.261,,,,Benken,Switzerland,HF,3,,,,,,,,,,,,,,,,7.5,0.1,,,,10,2,,,,6.4,,,,,biodetritic micritic limestones,upper Jura,,,,,,,,,,,,,,,,3,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-04,47.644921,8.649552,,,,,0.29,,,,Benken,Switzerland,HF,161,,,,,,,,,,,,,,,,5.6,0.1,,,,6.9,0.8,,,,7.1,,,,,biodetritic micritic limestones,upper Jura,,,,,,,,,,,,,,,,161,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-05,47.644921,8.649552,,,,,0.317,,,,Benken,Switzerland,HF,164,,,,,,,,,,,,,,,,5.2,0.1,,,,6.7,0.8,,,,7.8,,,,,biodetritic micritic limestones,upper Jura,,,,,,,,,,,,,,,,164,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-06,47.644921,8.649552,,,,,0.36,,,,Benken,Switzerland,HF,171,,,,,,,,,,,,,,,,6.6,0.1,,,,9.8,0.8,,,,8.8,,,,,gray marlstone,upper Jura,,,,,,,,,,,,,,,,171,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-07,47.644921,8.649552,,,,,0.4055,,,,Benken,Switzerland,HF,6,,,,,,,,,,,,,,,,5.2,0.1,,,,5.9,0.6,,,,9.9,,,,,micritic limestones with thin marl layers,upper Jura,,,,,,,,,,,,,,,,6,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-08,47.644921,8.649552,,,,,0.4325,,,,Benken,Switzerland,HF,168,,,,,,,,,,,,,,,,7.7,0.1,,,,9.9,1.5,,,,10.6,,,,,marls and limestones with sponges,upper Jura,,,,,,,,,,,,,,,,168,0,frac_DIP,"AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-09,47.644921,8.649552,,,,,0.446,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,10,0.1,,,,14.2,2.1,,,,10.9,,,,,marlstones with clay and chalk,upper Jura,,,,,,,,,,,,,,,,8,12,frac_DIP,"AZI from DIF/BO, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-10,47.644921,8.649552,,,,,0.5185,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,7.4,0.1,,,,8,0.4,,,,12.7,,,,,"sandstones, sandy marls, oolithic limestones",middle Jura,,,,,,,,,,,,,,,,1,15,frac_DIP,"AZI from DIF/BO, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-11,47.644921,8.649552,,,,,0.6295,,,,Benken,Switzerland,HF,177,,,,,,,,,,,,,,,,14.6,0.1,,,,19.9,2.4,,,,15.4,,,33,0.27,opalinus clay,middle Jura,2.5,,,,,,,,,,,,,,,177,5,frac_DIP,"Tonsteine mit wenigen Sandsteinlagen, dyn. E-modul parallel zur Schichtung: 33, senkrecht: 19, 45deg: 26, AZI from frac orientation, s. wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-12,47.644921,8.649552,,,,,0.6325,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,14.6,0.1,,,,19.5,2.4,,,,15.5,,,33,0.27,opalinus clay,middle Jura,2.5,,,,,,,,,,,,,,,13,13,frac_DIP,"Tonsteine mit Sideritkonkretionen, dyn. E-modul parallel zur Schichtung: 33, senkrecht: 19, 45deg: 26, AZI from DIF/BO, wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-13,47.644921,8.649552,,,,,0.741,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,17.8,0.1,,,,21.7,3.9,,,,18.2,,,,,Gipskeuper,Keuper (upper Trias),,,,,,,,,,,,,,,,28,12,frac_DIP,"Tonsteine mit Anhydritknollen, AZI from DIF/BO, wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity. Frac_DIP seems to be given relative to the vertical although NAGRA report says otherwise.",NAGRXX2000,,KLEERU1999,,,,X
NAG2000-14,47.644921,8.649552,,,,,0.7895,,,,Benken,Switzerland,HF,171,11,,,,,,,,,,,,,,,19.1,0.1,,,,25.6,2.5,,,,19.3,,,,,Gipskeuper,Keuper (upper Trias),,,,,,,,,,,,,,,,,,,"no frac detected, Feingeschichtete Serie, AZI from DIF/BO, wsm20057; Sh directly from P_si, SH calculated under consideration of the pore pressure and numerical model calculations for poroelasticity.",NAGRXX2000,,KLEERU1999,,,,X
CB1992-08,47.8,7.25,,,,,0.759,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,18.3,,,,,,,,,,17.8,,,,,salt deposit (potash),,2.35,,,25,,18,,18.6,,,,,,,,,,,"3.5m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-09,47.8,7.25,,,,,0.76,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,17.6,,,,,,,,,,17.9,,,,,salt deposit,,2.35,,,25.5,,17.8,,17.4,,,,,,,,,,,"2.5m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-10,47.8,7.25,,,,,0.761,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,16.6,,,,,24.4,,,,,17.9,,,,,salt deposit,,2.35,,,22.5,,16,,17.3,,,,,,,,,,,"1.5m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-11,47.8,7.25,,,,,0.762,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,15.3,,,,,25.1,,,,,17.9,,,,,salt deposit,,2.35,,,17.8,,14.8,,15.9,,,,,,,,,,,"0.7m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-12,47.8,7.25,,,,,0.764,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,15.2,,,,,25.8,,,,,18,,,,,"shaley, stiff layer (51% anhydrite content)",,2.35,,,16.8,,15.4,,15.2,,,,,,,,,,,"layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-13,47.8,7.25,,,,,0.785,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,17.9,,,,,,,,,,18.4,,,,,salt deposit,,2.35,,,20.2,,17.6,,17.4,,,,,,,,,,,"3.5m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-14,47.8,7.25,,,,,0.789,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,17.7,,,,,,,,,,18.5,,,,,salt deposit,,2.35,,,,,18.1,,17.4,,,,,,,,,,,"2.2m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-15,47.8,7.25,,,,,0.792,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,15.7,,,,,,,,,,18.6,,,,,"shaley, stiff layer (51% anhydrite content)",,2.35,,,,,15.7,,15.7,,,,,,,,,,,"layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-16,47.8,7.25,,,,,0.8,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,17.6,,,,,26.3,,,,,18.8,,,,,salt deposit,,2.35,,,23.5,,17.5,,17.7,,,,,,,,,,,"4.8m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-17,47.8,7.25,,,,,0.802,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,18.5,,,,,,,,,,18.8,,,,,salt deposit,,2.35,,,21,,18.4,,18.5,,,,,,,,,,,"6.2m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-18,47.8,7.25,,,,,0.805,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,19.1,,,,,,,,,,18.9,,,,,salt deposit,,2.35,,,22.5,,18.3,,19.9,,,,,,,,,,,"9.3m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-19,47.8,7.25,,,,,0.81,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,19.7,,,,,,,,,,19.1,,,,,salt deposit,,2.35,,,23,,19.3,,20,,,,,,,,,,,"14.3m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
CB1992-20,47.8,7.25,,,,,0.811,,,,Wittelsheim,France,HF,10,,,SS,,,,,,,,,,,,,19,,,,,,,,,,19.1,,,,,salt deposit,,2.35,,,25.7,,18.5,,19.5,,,,,,,,,,,"15.6m distance to layer with 51% anhydrite content. Shmin == mean value between the Psi and Pr; more than 30 L of saturated brines injected. Vertical fractures in the shaley beds, rich in anhydrite. Few impression in the salt bed; occasionally horizontal fractures. (s. wsm11663)",CORNBU1992,10.1029/90JB02638,CORNXX1988,,,,B
wsm11660mag,49.19,6.61,,,,,0.7,,,FR177,Guerting,France,HTPF,175,3,A,SS,5,0.6925,0.709,,,,,,,,,,14.3,0.5,,,,37.7,22,,,,17.5,,,,,sandstone and schist,,,,,,,,,,,,,,,,,,,,"result of HTPF inversion; 7 L/min flow rate; no marked topography; close to a coal mine. HTPF method of Cornet. Seven depth intervals were hydraulically tested, but only five impressions could be taken.",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-01,49.19,6.61,,,,,0.6925,,,,Guerting,France,"HF, HTPF",173,,,,,,,,,,,,,,,,14,,,,,19.9,,,,,,,,,,,,,,6.9,24.2,,15.2,,,,,,,,,,172,90,,"used for classical HF interpretation as well as for HTPF inversion; no marked topography; close to a coal mine; pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed; s. wsm11660",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-02,49.19,6.61,,,,,0.694,,,,Guerting,France,"HF, HTPF",173,,,,,,,,,,,,,,,,14.3,,,,,21.5,,,,,,,,,,,,,,6.9,15.8,,14.2,,,,,,,,,,173,90,,"used for classical HF interpretation as well as for HTPF inversion; no marked topography; close to a coal mine; pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed; s. wsm11660",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-03,49.19,6.61,,,,,0.696,,,,Guerting,France,"HF, HTPF",,,,,,,,,,,,,,,,,15.3,,,,,23.1,,,,,,,,,,,,,,7,13.4,,15.8,,,,,,,,,,181,85,,"used for classical HF interpretation as well as for HTPF inversion; no marked topography; close to a coal mine; pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed; s. wsm11660",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-04,49.19,6.61,,,,,0.6975,,,,Guerting,France,"HF, HTPF",,,,,,,,,,,,,,,,,15.2,,,,,22.6,,,,,,,,,,,,,,7,18.4,,16,,,,,,,,,,185,85,,"used for classical HF interpretation as well as for HTPF inversion; no marked topography; close to a coal mine; pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed; s. wsm11660",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-05,49.19,6.61,,,,,0.702,,,,Guerting,France,HF,,,,,,,,,,,,,,,,,16.3,,,,,24.2,,,,,,,,,,,,,,7,16.4,,17.7,,,,,,,,,,,,,"no marked topography; close to a coal mine; s. wsm11660. No impression taken in this depth. Pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed.",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-06,49.19,6.61,,,,,0.706,,,,Guerting,France,"HF, HTPF",,,,,,,,,,,,,,,,,16.6,,,,,24.8,,,,,,,,,,,,,,7,25,,18,,,,,,,,,,160,80,,"used for classical HF interpretation as well as for HTPF inversion; no marked topography; close to a coal mine; pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed; s. wsm11660",CORNBU1992,10.1029/90JB02638,,,,,B
CB1992-07,49.19,6.61,,,,,0.709,,,,Guerting,France,HF,,,,,,,,,,,,,,,,,17.8,,,,,27.5,,,,,,,,,,,,,,7.1,33.8,,18.8,,,,,,,,,,,,,"no marked topography; close to a coal mine; s. wsm11660. No impression taken in this depth. Pore pressure has been taken equal to the hydrostatic pressure, but 100-m fluctuations in the water level have been observed.",CORNBU1992,10.1029/90JB02638,,,,,B
DH2019,47.89,11.43,,,,,3.285,,,GEN-1,Geretsried Nord,Germany,IDFPI,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"Chattian/Rupelian sands, Baustein Beds",Early-Late Oligocene,,,57.41,,,,,17.13,,,,,,,,,,,"water influx occured when mudweight increased to 1.25 g/cm^3, indicated formation pressure: 57.41 Mpa",DREWHO2019,10.1186/s40517-019-0121-z,,,,,X
DS2019-1,48.056861,11.598054,,,,,0.825,,,Gt1,Unterhaching,Germany,LOT,,,,NF,,,,,,,,,,,,,12.8,,,,,,,15.1,16.3,,17.7,,,,,shale,M. Mioc.,,,8.09325,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.03; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data. FBP and FPP also gained, pressure curve given.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,C
DS2019-2,48.056861,11.598054,,,,,1.345,,,Gt1,Unterhaching,Germany,LOT,,,,NF,,,,,,,,,,,,,20.51445,,,,,,,,,,29.46445,,,,,shale,L. Mioc.,,,13.19445,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.10; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data. leak-off test with multiple pressure build-ups (here the first build-up pressure has been taken).",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,C
DS2019-3,48.17,11.79,,,,,0.207,,,Th1,Poing,Germany,FIT,,,,NF,,,,,,,,,,,,,,,9.35067,,,,,,,,18.30067,,,,,shale,M. Mioc.,,,2.03067,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.09; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-4,48.17,11.79,,,,,0.652,,,Th1,Poing,Germany,FIT,,,,NF,,,,,,,,,,,,,,,13.71612,,,,,,,,22.66612,,,,,shale,M. Mioc.,,,6.39612,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.08; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-5,48.17,11.79,,,,,1.688,,,Th1,Poing,Germany,FIT,,,,,,,,,,,,,,,,,,,,,8.77,,,,,,,,20.89,,,shale,U. Oligoc.,,,,,,,,,,,,,,,,,,,"Shmin and SV are given as effective stresses!; assuming overpressure below 1500 m; initial drilling mud weight: 1.16; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-6,48.17,11.79,,,,,0.2055,,,Th2,Poing,Germany,FIT,,,,NF,,,,,,,,,,,,,,,3.565955,,,,,,,,4.275955,,,,,shale,M. Mioc.,,,2.015955,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.06; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-7,48.17,11.79,,,,,0.632,,,Th2,Poing,Germany,FIT,,,,NF,,,,,,,,,,,,,,,7.74992,,,,,,,,8.45992,,,,,shale,M. Mioc.,,,6.19992,,,,,,,,,,,,,,,,"initial drilling mud weight: 1.09; hydrostatic pore pressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-8,48.17,11.79,,,,,1.801,,,Th2,Poing,Germany,FIT,,,,,,,,,,,,,,,,,,,,,14.65,,,,,,,,22.44,,,shale,U. Oligoc.,,,,,,,,,,,,,,,,,,,"Shmin and SV are given as effective stresses!; assuming overpressure below 1500 m; initial drilling mud weight: 1.15; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
DS2019-9,48.057,11.514,,,,,2.108,,,Th3,Pullach,Germany,FIT,,,,,,,,,,,,,,,,,,,,,7.46,,,,,,,,25,,,shale,U. Oligoc.,,,,,,,,,,,,,,,,,,,"Shmin and SV are given as effective stresses!; assuming overpressure below 1500 m; initial drilling mud weight: 1.10; assuming overpressure below 1500 m; Assuming frictional equilibrium and a normal faulting stress regime, as interpreted from the Unterhaching Gt 1 LOT at 825 m, yields typical shale friction coefficients between 0.2-0.4 for more than 90% of the data.",DREWSE2019,10.1016/j.tecto.2019.02.011,,,,,D
MS2008,52.899,13.595,,,,,4.1,,,,Groß Schönebeck,Germany,FL,18.5,3.7,,NS,,,,,,,,,,,,,55,,,,,,,,,,100,,,,,Evaporites,Lower Permian (Rotliegend),,,,,,,,,,,,,,,,,,,"Orientation from Holl et al.; ref. to Legarth et al. (2005): Shmin=53+/-3MPa, did not found precise data in publication.",MOECSC2008,10.1007/s00531-008-0316-1,,,,,E
AV2019,48.9,7.94,,,,,1.913,,,GRT-1/2,Rittershofen,France,"IDFPI, BO, DIF",15,19,,NS,,,,,,,,,,,,,,,22.6,,,,,,,,46.6,2.5,,,,sandstone,Buntsandstein,,,,,,,,,,,,,,,,,,,"integrated data from nearby Soultz after Cornet (2007).Shmin from the wellhead pressure measurements carried out during the hydraulic stimulation of GRT-1 and from the hydraulic tests performed in the reservoir of Soultz. Sv from density lof integration. Linear regression of Shmin and Sv between 1900 m and 2600 m. Also inferred Shmax magnitude from borehole failure after Zoback et al. (2003) and Schmitt (2012), but results only given as graphs. Fault zone around 2368 m measured depth. ",AZZOVA2019,10.5194/se-2019-72,,,,,D
TK2013-1,52.4048,9.8231,,,,,3.66,,,,Hanover,Germany,MF,,,,NF,,3.658,3.664,,,,,,,75,0.3,,,,,,,,,,,,83,,,,,sandstone,"volpriehausen, Middle Buntsandstein",,,,37,,,,,,,,,,,,2500,,,"perforated casing, pre-frac tests, borehole inclined below 3160 m, 2500m3 injected water volume with up to 1l/s. saltwater with 1.12 kg/l. minimum frac propagation pressure of 410 bar. The minifrac test was repeated once again with the same injection rate and a similar volume. The pressure response could be reproduced completely. sandstone permeability ~10E-18m2",TISCKR2013,,,,,,C
TK2013-2,52.4048,9.8231,,,,,3.66,,,,Hanover,Germany,IDFPI,,,,,,3.703,3.709,,,,,,,,,,,,,,,,,,,,,,,,,sandstone,"volpriehausen, Middle Buntsandstein",,,,,,,,39,,,,,,,,120000,,,"step rate injection test. perforated casing, pre-frac tests, borehole inclined below 3160 m, 120000m3 injected water volume with up to 12l/s.",TISCKR2013,,,,,,E
TK2013-3,52.4048,9.8231,,,,,3.66,,,,Hanover,Germany,HF,,,,,,3.703,3.709,,,,,,,,,,,,,,,,,,,,,,,,,sandstone,"volpriehausen, Middle Buntsandstein",,,,,,,,41.65,1.05,,,,,,,20000000,,,"5 days in May 2011. perforated casing, pre-frac tests, borehole inclined below 3160 m, 20000m3 injected water volume with up to 25l/s, max pressure 480 barin the beginninmg, Psi increased from 406 to 427 bar. ""The general trend of an increasing wellhead pressure during the frac operation fits to the assumption of a vertically bounded fracture and a preferred lateral fracture propagation""",TISCKR2013,,,,,,E
OJ2005-1,52.903,10.329,,,,,3.789,,,Z1,Horstberg,Germany,IDFPI,,,,,,3.787,3.791,,,,,,,33,,,,,,,,,,,,,,,,,,sandstone,"detfurth, Middle Buntsandstein",,,,,,,,,,,,,,,,20000000,,,"perforated casing with about 200 shots and up to 1 m penetration depth, unintentional fracture initiation, 330 bar frac extension pressure, 20000m3 injected water volume, Shmin=~0.7*Sv within the formation",ORZOJU2005,,,,,,C
OJ2005-2,52.903,10.329,,,,,3.9235,,,Z1,Horstberg,Germany,IDFPI,,,,,,3.9205,3.9265,,,,,,,,,,,,,,,,,,,,,,,,,sandstone,"volpriehausen, Middle Buntsandstein",,,,,,,,,,,,,,,,1000000,,,"perforated casing with about 200 shots and up to 1 m penetration depth, 460 bar max wellhead pressure, 1000m3 injected water volume with up to 25l/s (first tests were performed below 0.2 l/s), Shmin=~0.85*Sv within the formation; ranked as D quality because at least indirect stress info is given",ORZOJU2005,,,,,,D
RW1983-2,49.86,12.2,,,,,,,,,"Falkenberg, NE Bavaria",Germany,HF (but without proper depth information),,,,,,,0.3,7.2,,,4.6,,,,,,,,,,,,,,,,,,,,,granite,,,,,,,,,,,,,,,,,,,,"inoperative part of a mine, 36 single measurements",RUMMWI1983,10.1016/B978-0-12-066266-1.50011-9,RUMMXX1980,,,,E
H1993,51.3,10.6,,,,,,,,,"Schacht Pöthen, Thüringen",Germany,unknown,179,,,,,,,28.3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,HARTXX1993,,,,,,E
OH1993,50.5,11,,,,,,,,,"Goldisthal, Thüringen",Germany,unknown,67,,,,,,,6.31,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,OLDEHA1993,,BANKBA1995,,,,E
sonnenbergT,47.07,8.28,,,,,,,,Sonnenberg-Tunnel,Luzern,Switzerland,OC,104,,E,TF,60,,,5.5,,,3,,,1.7,,,,,,,,,,,,,,,,,,"sandstone, molasse",Tertiary,,,,,,,,,,,,,,,,,,,"s. wsm00748, wsm42156; BAUMIL1983: mean value from two measurements in different depth, GYSEXX1975: xy-oriented magnitudes; useless entry after all.",GYSEXX1975,10.1016/0040-1951(75)90155-9,ILLIGR1978,10.1130/0016-7606(1978)89<770:RATAS>2.0.CO;2,BAUMIL1983,,E