Modeling of crack propagation in weak snowpack layers using the discrete element method

Dry-snow slab avalanches are generally caused by a sequence of fracture processes including (1) failure initiation in a weak snow layer underlying a cohesive slab, (2) crack propagation within the weak layer and (3) tensile fracture through the slab which leads to its detachment. During the past dec...

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Main Authors: J. Gaume, A. van Herwijnen, G. Chambon, K. W. Birkeland, J. Schweizer
Format: Article
Language:English
Published: Copernicus Publications 2015-10-01
Series:The Cryosphere
Online Access:http://www.the-cryosphere.net/9/1915/2015/tc-9-1915-2015.pdf
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author J. Gaume
A. van Herwijnen
G. Chambon
K. W. Birkeland
J. Schweizer
author_facet J. Gaume
A. van Herwijnen
G. Chambon
K. W. Birkeland
J. Schweizer
author_sort J. Gaume
collection DOAJ
description Dry-snow slab avalanches are generally caused by a sequence of fracture processes including (1) failure initiation in a weak snow layer underlying a cohesive slab, (2) crack propagation within the weak layer and (3) tensile fracture through the slab which leads to its detachment. During the past decades, theoretical and experimental work has gradually led to a better understanding of the fracture process in snow involving the collapse of the structure in the weak layer during fracture. This now allows us to better model failure initiation and the onset of crack propagation, i.e., to estimate the critical length required for crack propagation. On the other hand, our understanding of dynamic crack propagation and fracture arrest propensity is still very limited. <br><br> To shed more light on this issue, we performed numerical propagation saw test (PST) experiments applying the discrete element (DE) method and compared the numerical results with field measurements based on particle tracking. The goal is to investigate the influence of weak layer failure and the mechanical properties of the slab on crack propagation and fracture arrest propensity. Crack propagation speeds and distances before fracture arrest were derived from the DE simulations for different snowpack configurations and mechanical properties. Then, in order to compare the numerical and experimental results, the slab mechanical properties (Young's modulus and strength) which are not measured in the field were derived from density. The simulations nicely reproduced the process of crack propagation observed in field PSTs. Finally, the mechanical processes at play were analyzed in depth which led to suggestions for minimum column length in field PSTs.
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spelling doaj.art-cacf17119781478180f91e74b3d9a7a92022-12-22T02:05:00ZengCopernicus PublicationsThe Cryosphere1994-04161994-04242015-10-01951915193210.5194/tc-9-1915-2015Modeling of crack propagation in weak snowpack layers using the discrete element methodJ. Gaume0A. van Herwijnen1G. Chambon2K. W. Birkeland3J. Schweizer4WSL Institute for Snow and Avalanche Research SLF, Davos, SwitzerlandWSL Institute for Snow and Avalanche Research SLF, Davos, SwitzerlandIrstea, UR ETGR, Grenoble, FranceUSDA Forest Service National Avalanche Center, Bozeman, MT, USAWSL Institute for Snow and Avalanche Research SLF, Davos, SwitzerlandDry-snow slab avalanches are generally caused by a sequence of fracture processes including (1) failure initiation in a weak snow layer underlying a cohesive slab, (2) crack propagation within the weak layer and (3) tensile fracture through the slab which leads to its detachment. During the past decades, theoretical and experimental work has gradually led to a better understanding of the fracture process in snow involving the collapse of the structure in the weak layer during fracture. This now allows us to better model failure initiation and the onset of crack propagation, i.e., to estimate the critical length required for crack propagation. On the other hand, our understanding of dynamic crack propagation and fracture arrest propensity is still very limited. <br><br> To shed more light on this issue, we performed numerical propagation saw test (PST) experiments applying the discrete element (DE) method and compared the numerical results with field measurements based on particle tracking. The goal is to investigate the influence of weak layer failure and the mechanical properties of the slab on crack propagation and fracture arrest propensity. Crack propagation speeds and distances before fracture arrest were derived from the DE simulations for different snowpack configurations and mechanical properties. Then, in order to compare the numerical and experimental results, the slab mechanical properties (Young's modulus and strength) which are not measured in the field were derived from density. The simulations nicely reproduced the process of crack propagation observed in field PSTs. Finally, the mechanical processes at play were analyzed in depth which led to suggestions for minimum column length in field PSTs.http://www.the-cryosphere.net/9/1915/2015/tc-9-1915-2015.pdf
spellingShingle J. Gaume
A. van Herwijnen
G. Chambon
K. W. Birkeland
J. Schweizer
Modeling of crack propagation in weak snowpack layers using the discrete element method
The Cryosphere
title Modeling of crack propagation in weak snowpack layers using the discrete element method
title_full Modeling of crack propagation in weak snowpack layers using the discrete element method
title_fullStr Modeling of crack propagation in weak snowpack layers using the discrete element method
title_full_unstemmed Modeling of crack propagation in weak snowpack layers using the discrete element method
title_short Modeling of crack propagation in weak snowpack layers using the discrete element method
title_sort modeling of crack propagation in weak snowpack layers using the discrete element method
url http://www.the-cryosphere.net/9/1915/2015/tc-9-1915-2015.pdf
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