1982
DOI: 10.3189/s0022143000011898
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Shear Test on Snow Explained by Fast Metamorphism

Abstract: Shear tests performed on natural snow exhibited three kinds of behaviour with increasing shear rate: (1) viscous, without failure, (2) brittle of the first kind (cycles of brittle failure), (3) brittle of the second kind (only one brittle failure, and solid friction). These results can be explained by fast metamorphism of the bond system during the tests. When the shear rate is low, bonds can be regenerated after their destruction, and this regeneration is less active as the shear rate increases.

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Cited by 21 publications
(20 citation statements)
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“…Rotary vane devices consist of two large crossed plates that are inserted into the snowpack (Figure ). The torque required to cause movement of the device is measured using a manual torque wrench [ Perla , ] or by strain gauges coupled to an electric motor responsible for imparting the torque [ DeMontmollin , ]. Rotary vane devices can be used on large snow samples extracted from the snowpack [ Perla et al , ].…”
Section: Instrumentation and Techniquesmentioning
confidence: 99%
“…Rotary vane devices consist of two large crossed plates that are inserted into the snowpack (Figure ). The torque required to cause movement of the device is measured using a manual torque wrench [ Perla , ] or by strain gauges coupled to an electric motor responsible for imparting the torque [ DeMontmollin , ]. Rotary vane devices can be used on large snow samples extracted from the snowpack [ Perla et al , ].…”
Section: Instrumentation and Techniquesmentioning
confidence: 99%
“…Since then, numerous experimental studies investigated the effects of normal load on shear strength of snow and snow weak layers, mainly through shear frame or shear vane tests. Results showing an influence of normal stress on various snow types were reported by Roch (1966), DeMontmollin (1978DeMontmollin ( , 1982, McClung (1977), Perla and Beck (1983) and Navarre et al (1992). Jamieson and Johnston (1998) reported similar influence on non-persistent weak layers, but found no significant effect on persistent weak layers, thus proposing φ = 0 • .…”
Section: Objectives and Scope Of The Studymentioning
confidence: 67%
“…Some problems do exist with the shear frame method, such as collapse of low-density snow layers after frame insertion, sample plucking instead of shear, and the inability to sample weak layers with thicknesses less than the shear frame. Despite these problems the technique is considered a suitable one for shear-strength determination and has been used widely by other workers (perla 1977;McClung 1977;Montmollin 1982;Perla et al 1982;.…”
Section: Data Collection and Analysis Methodsmentioning
confidence: 99%