2018
DOI: 10.1029/2018gl078900
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Stress Concentrations in Weak Snowpack Layers and Conditions for Slab Avalanche Release

Abstract: Dry‐snow slab avalanches release due to the formation of a crack in a weak layer buried below cohesive snow slabs, followed by rapid crack propagation. The onset of rapid crack propagation occurs if stresses at the crack tip in the weak layer overcome its strength. In this study, we use the finite element method to evaluate the maximum shear stress τmax induced by a preexisting crack in a weak snow layer allowing for the bending of the overlaying slab. It is shown that τmax increases with increasing crack leng… Show more

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Cited by 11 publications
(6 citation statements)
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“…Thus, our measurements are the first to differentiate the components of fracture energy, which is necessary to better understand weak-layer resistance to cracks under different loading conditions (Rosendahl and Weißgraeber, 2020b). Self-induced loading in a PST by the unsupported part of the slab always induces a combination of compressive and shear stresses at the crack tip, even in flat-field tests (Gaume et al, 2018a). Hence PSTs are always mixedmode fracture tests, and the mode contributions have to be indicated.…”
Section: Elastic Modulus and Specific Fracture Energymentioning
confidence: 98%
“…Thus, our measurements are the first to differentiate the components of fracture energy, which is necessary to better understand weak-layer resistance to cracks under different loading conditions (Rosendahl and Weißgraeber, 2020b). Self-induced loading in a PST by the unsupported part of the slab always induces a combination of compressive and shear stresses at the crack tip, even in flat-field tests (Gaume et al, 2018a). Hence PSTs are always mixedmode fracture tests, and the mode contributions have to be indicated.…”
Section: Elastic Modulus and Specific Fracture Energymentioning
confidence: 98%
“…When the shear stress on the interface or the joint exceeds the peak shear strength, τ p (as shown in Figure 5b), the initial landslide occurs and then its sudden shock results in a subsequent rotational slump, after which a series of additional rotational landslides follow until the rocks reaches a stable configuration [39]. This indicates that the development of large landslides begins with a shear slide, which is also the induction factor for the release of slab avalanche [40]. Therefore, we define the ratio of the shear stress and the peak shear strength of the interface to be the danger coefficient as follows:…”
Section: Rock Stability In Landslidesmentioning
confidence: 98%
“…The friction between the snow and soil gradually decreased, leading to a gradual increase in FDAs. A surface-layer avalanche originates from a failure in the weak layer, and the crack within the weak layer expands rapidly (Schweizer et al, 2003;Gauthier et al, 2010;Reiweger and Schweizer, 2013;Gaume et al, 2018). The failure of a weak snow layer buried below cohesive snow slab layers is a necessary condition for the release of a surface layer avalanche.…”
Section: Comparison Of Different Types Of Avalanchesmentioning
confidence: 99%