2009
DOI: 10.1029/2009gl040389
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Measurement of crack‐face friction in collapsed weak snow layers

Abstract: [1] In this letter we analyze the frictional contact forces during and immediately after the collapse of a weak snowpack layer, when the sliding plane consists of the freshly collapsed and crushed, but not yet eroded granular debris of the weak layer. The results from thirty-four field experiments show that frictional contact forces per unit area are on the order of 0.6 times the normal stress, equivalent to a friction angle close to 30 degrees. The measurements show that there is a transient, sharp drop in t… Show more

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Cited by 60 publications
(65 citation statements)
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“…However, poorer reproducibility was found for the weak layer specific fracture energy w f due to error propagation when taking the derivative of the mechanical energy. An advantage of our method is that the effective elastic modulus can be measured on snow samples in the field, including low density snow (<150 kg m −3 ) and that w f and E ⋆ as well as other fracture mechanical properties such as collapse height, propagation speed and crack-face friction, can be extracted from the same field data (van Herwijnen and Jamieson, 2005;van Herwijnen and Heierli, 2009;van Herwijnen and others, 2010;Bair and others, 2012).…”
mentioning
confidence: 99%
“…However, poorer reproducibility was found for the weak layer specific fracture energy w f due to error propagation when taking the derivative of the mechanical energy. An advantage of our method is that the effective elastic modulus can be measured on snow samples in the field, including low density snow (<150 kg m −3 ) and that w f and E ⋆ as well as other fracture mechanical properties such as collapse height, propagation speed and crack-face friction, can be extracted from the same field data (van Herwijnen and Jamieson, 2005;van Herwijnen and Heierli, 2009;van Herwijnen and others, 2010;Bair and others, 2012).…”
mentioning
confidence: 99%
“…Generally, slab avalanches are released on slopes between 28 and 55 • (Perla, 1977;Schweizer and Lütschg, 2001;Schweizer and Jamieson, 2001). An increased release probability is generally observed above 35 • (Stoffel and Margreth, 2012). With respect to size, avalanches occurring below 35 • are often large.…”
Section: Slopementioning
confidence: 96%
“…In a shallow snowpack, terrain roughness can have a stabilising function, hindering the formation of continuous weak layers (Schweizer et al, 2003), as well as providing mechanical support to the snowpack (McClung, 2001). However, increasing snow accumulation is known to smooth out surface roughness (Veitinger et al, 2014), reducing snowpack variability in the surface layers (Mott et al, 2010) and the mechanical support of a slab (van Herwijnen and Heierli, 2009). In this case, the stabilising effects of terrain roughness disappear or even reverse (McClung and Schaerer, 2002), and the formation of continuous weak layers and slabs, which favours fracture propagation (Simenhois and Birkeland, 2008), is facilitated.…”
Section: Roughnessmentioning
confidence: 99%
“…The first automated approaches to identify PRA, considering different terrain parameters, began with the availability of DTMs with quite coarse resolution in the range of 25 15 to 30 meter (Maggioni et al, 2002;Maggioni, 2005;Maggioni and Gruber, 2003). DTMs with higher spatial resolution (1 to 10 m) enable the calculation of DTM-derivatives such as ruggedness or curvature, which are of major importance for avalanche release (van Herwijnen and Heierli, 2009;McClung, 2001;Schweizer et al, 2003;Vontobel, 2011). Table 1 gives an overview on PRA delineation algorithms, published in peer-reviewed web of science journals, and the terrain derivatives they apply.…”
Section: Existing Algorithmsmentioning
confidence: 99%