2003
DOI: 10.1029/2002jb001884
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Size effect law and fracture mechanics of the triggering of dry snow slab avalanches

Abstract: [1] A size effect law for fracture triggering in dry snow slabs of high enough length-tothickness ratio is formulated, based on simplified one-dimensional analysis by equivalent linear elastic fracture mechanics. Viscoelastic effects during fracture are neglected. The derived law, which is analogous to Bažant's energetic size effect law developed for concrete and later for sea ice, fiber composites, rocks, and ceramics, is shown to agree with two-dimensional finite element analysis of mode II cohesive crack mo… Show more

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Cited by 83 publications
(221 citation statements)
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“…However, snow slabs of different depths also generally have very different properties at their base, due to densification and sintering. Hence, one should distinguish between the structural size effect which induces a decrease of the strength with the sample size and the material size effect [Bazant et al, 2003]. For snow, existing data suggest a strong increase of the shear strength with the slab depth.…”
Section: Discussionmentioning
confidence: 99%
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“…However, snow slabs of different depths also generally have very different properties at their base, due to densification and sintering. Hence, one should distinguish between the structural size effect which induces a decrease of the strength with the sample size and the material size effect [Bazant et al, 2003]. For snow, existing data suggest a strong increase of the shear strength with the slab depth.…”
Section: Discussionmentioning
confidence: 99%
“…Finally, let us point out that size effects, which are of crucial importance for avalanche release [Bazant et al, 2003], are indirectly addressed in our model. The size effect is defined as the effect of the system size (in our case, the slab depth h) on the fracture toughness or on the strength of the material.…”
Section: Discussionmentioning
confidence: 99%
“…Like alpine snow, rock sliding on a joint displays strain softening as do some weak layer soil types on which landslides fail. Realistic prediction of failure may well be concerned with the location and properties of macroscopic imperfections, possibly on the order of magnitude spatial scale of Bažant et al [2003]: L A /D ≈ O(1). It is unlikely that a large rock avalanche initiates from a region of stress concentration and sliding with a scale much less than this.…”
Section: Implications For Snow Avalanche Rock Avalanche and Landslimentioning
confidence: 99%
“…[3] Up until now, all the estimates of the size of sweet spots have been from a theoretical perspective [Bader and Salm, 1990;McClung and Schweizer, 1999;Louchet, 2001;Bažant et al, 2003]. In this paper, the estimates of sweet spot size are estimated from extensive field measurements of critical lengths from shear fracture tests.…”
Section: Introductionmentioning
confidence: 99%
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