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Modeling snow slab avalanches caused by weak-layer failure – Part 1: Slabs on compliant and collapsible weak layers

Rosendahl, Philipp L. ; Weißgraeber, Philipp (2020)
Modeling snow slab avalanches caused by weak-layer failure – Part 1: Slabs on compliant and collapsible weak layers.
In: The Cryosphere, 2020, 14 (1)
doi: 10.25534/tuprints-00011573
Article, Secondary publication

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Item Type: Article
Type of entry: Secondary publication
Title: Modeling snow slab avalanches caused by weak-layer failure – Part 1: Slabs on compliant and collapsible weak layers
Language: English
Date: 2020
Year of primary publication: 2020
Publisher: Copernicus
Journal or Publication Title: The Cryosphere
Volume of the journal: 14
Issue Number: 1
DOI: 10.25534/tuprints-00011573
URL / URN: https://doi.org/10.5194/tc-14-115-2020
Origin: Secondary publication via sponsored Golden Open Access
Abstract:

Dry-snow slab avalanche release is preceded by a fracture process within the snowpack. Recognizing weak-layer collapse as an integral part of the fracture process is crucial and explains phenomena such as whumpf sounds and remote triggering of avalanches from low-angle terrain. In this two-part work we propose a novel closed-form analytical model for a snowpack under skier loading and a mixed-mode failure criterion for the nucleation of weak-layer failure.

In the first part of this two-part series we introduce a closed-form analytical model of a snowpack accounting for the deformable layer. Despite the importance of persistent weak layers for slab avalanche release, no simple analytical model considering weak-layer deformations is available. The proposed model provides deformations of the snow slab, weak-layer stresses and energy release rates of cracks within the weak layer. It generally applies to skier-loaded slopes as well as stability tests such as the propagation saw test. A validation with a numerical reference model shows very good agreement of the stress and energy release rate results in several parametric studies including analyses of the bridging effect and slope angle dependence. The proposed model is used to analyze 93 propagation saw tests. Computed weak-layer fracture toughness values are physically meaningful and in excellent agreement with finite element analyses.

URN: urn:nbn:de:tuda-tuprints-115731
Classification DDC: 600 Technology, medicine, applied sciences > 600 Technology
Divisions: 16 Department of Mechanical Engineering > Institute of Structural Mechanics (FSM)
Date Deposited: 24 Mar 2020 09:35
Last Modified: 24 Mar 2020 09:35
URI: https://tuprints.ulb.tu-darmstadt.de/id/eprint/11573
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