Machaček, Jan ; Staubach, Patrick ; Tafili, Merita ; Zachert, Hauke ; Wichtmann, Torsten (2024)
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests.
In: Computers and Geotechnics, 2021, 138
doi: 10.26083/tuprints-00026590
Article, Secondary publication, Publisher's Version
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Item Type: | Article |
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Type of entry: | Secondary publication |
Title: | Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests |
Language: | English |
Date: | 26 September 2024 |
Place of Publication: | Darmstadt |
Year of primary publication: | 2021 |
Place of primary publication: | New York, NY [u.a.] |
Publisher: | Elsevier |
Journal or Publication Title: | Computers and Geotechnics |
Volume of the journal: | 138 |
Collation: | 18 Seiten |
DOI: | 10.26083/tuprints-00026590 |
Corresponding Links: | |
Origin: | Secondary publication service |
Abstract: | The performance of three advanced constitutive models has been evaluated based on element tests and on a comparative study on the simulation of vibratory pile driving tests in saturated sand. The inspected constitutive models are the Sanisand model and Hypoplasticity with Intergranular Strain (Hypo+IGS) as well as with Intergranular Strain Anisotropy (Hypo+ISA) extension. The performance of the constitutive models is first evaluated by the simulation of element tests used for the parameter calibration of the sand used in the model tests. The constitutive models are then applied for the simulation of a vibratory pile driving test. The pile penetration, the driving force, the pore water pressure development and the incremental displacement in the vicinity of the pile tip are compared to the measurements in the model tests. The strengths and weaknesses of the different constitutive models are assessed. Generally, the model predictions showed good agreement with the experimental results. Despite different constitutive formulations (hypoplastic vs. elasto-plastic), all three models were able to reproduce the main mechanisms of the driving process properly. It may be concluded that all three models allow a proper prediction of vibratory pile driving as long as a proper calibration of the material parameters is secured. |
Uncontrolled Keywords: | Constitutive models, Vibratory pile driving, Fully coupled simulation, Model test, Hypoplasticity, Sanisand |
Identification Number: | Artikel-ID: 104276 |
Status: | Publisher's Version |
URN: | urn:nbn:de:tuda-tuprints-265901 |
Classification DDC: | 500 Science and mathematics > 550 Earth sciences and geology 600 Technology, medicine, applied sciences > 600 Technology |
Divisions: | 13 Department of Civil and Environmental Engineering Sciences > Institute of Geotechnics |
Date Deposited: | 26 Sep 2024 12:24 |
Last Modified: | 29 Oct 2024 08:02 |
URI: | https://tuprints.ulb.tu-darmstadt.de/id/eprint/26590 |
PPN: | 522451519 |
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