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Séance de cours

Mécanique de la neige: couches faibles et initiation à l'échec

Dans cours

ENV-525: Physics and hydrology of snow

This course covers principles of snow physics, snow hydrology, snow-atmosphere interaction, and snow modeling. It transmits detailed understanding of physical processes within the snow and at its interfaces with the atmosphere and the ground, and presents ...

Description

Cette séance de cours couvre la force des couches faibles dans la neige, y compris les mesures de champ, la transition ductile-fragile et la dépendance de taux. Il traite également des propriétés viscoélastiques de la neige, des bandes de compactage, des tests de stabilité comme la compression et les tests Rutschblock, et conclut avec les processus conduisant à la libération des avalanches.

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Enseignant·e·s (3)

Wolf Hendrik Huwald

Dr. Hendrik Huwald is a scientist at the Laboratory of Cryospheric Sciences (CRYOS) and a lecturer at the Environmental Sciences and Engineering Section (SSIE) of the Swiss Federal Institute of Technology in Lausanne (EPFL). He completed his PhD in 2003 at the Swiss Federal Institute of Technology in Zürich (ETHZ), developing a numerical model for sea ice and studying energy transfer processes in the Arctic. Between 2005 and 2012 he was a post-doctoral fellow and scientist at the Laboratory of Environmental Fluid Mechanics and Hydrology (EFLUM) of EPFL working on Alpine snow-atmosphere interaction, and energy balance-related research mainly in mountain regions. During this time, he designed, led and participated in numerous large field experiments in different environments. In 2013 he joined the newly founded CRYOS laboratory where he conducted research in the domains of snow science, hydrology, boundary layer meteorology and environmental sensing. He has extensive experience with project management both on national and international level.

Johan Alexandre Philippe Gaume

I started my scientific career in 2008 at the Grenoble University in the IRSTEA laboratory where I did my master's thesis on the rheology of dense granular materials using the discrete element method. In the same lab, I followed with a PhD on the numerical modeling of the release depth of extreme avalanches using a combined mechanical-statistical approach and spatial extreme statistics. In 2013 I obtained a postdoc position at the WSL Institute for Snow and Avalanche Research SLF in Davos where I was in charge of developing and applying numerical models to improve the evaluation of avalanche release conditions and thus avalanche forecasting. While my PhD was mostly theoretical and numerical, my postdoc in Davos allowed me to gain a practical expertise by participating in laboratory and field experiments which helped to validate the models I develop. In 2016, I was awarded a SNF grant to work as a research and teaching associate in CRYOS at EPFL on the multiscale modeling of snow and avalanche processes. I developed discrete approaches to model snow micro-structure deformation and failure in order to evaluate constitutive snow models to be used at a larger scale in continuum models. I also developed numerical models for wind-driven snow transport. In 2017, I was a Visiting Scholar at UCLA to work on a Material Point Method (MPM) to simulate both the initiation and propagation of snow avalanches in a unified manner. The UCLA MPM model was initially developed for the Disney movie "Frozen" and has been modified and enriched based on Critical State Soil Mechanics to model the release and flow of slab avalanches. The results of this collaboration have been published in Nature Communications. In 2018, I was awarded the SNF Eccellenza Professorial Fellowship and became professor at EPFL and head of SLAB, the Snow and Avalanche Simulation Laboratory. At SLAB, we study micro-mechanical failure and fracture propagation of porous brittle solids, with applications in snow slab avalanche release. We also simulate avalanche dynamics and flow regime transitions over complex 3D terrain through the development of new models (depth-resolved and depth-averaged) based on MPM.In 2020, I obtained a SPARK grant to develop a new approach to simulate and better understand complex process chains in gravitational mass movements, including permafrost instabilities, rock, snow and ice avalanches and transitions to debris flows.

Source officielle

Concepts associés (26)

Essai de compression

Un essai de compression mesure la résistance à la compression d'un matériau sur une machine d'essais mécaniques suivant un protocole normalisé. Les essais de compression se font souvent sur le même appareil que l'essai de traction mais en appliquant la charge en compression au lieu de l'appliquer en traction. Pendant l'essai de compression, l'échantillon se raccourcit et s'élargit. La déformation relative est « négative » en ce sens que la longueur de l'échantillon diminue.

Shear strength

In engineering, shear strength is the strength of a material or component against the type of yield or structural failure when the material or component fails in shear. A shear load is a force that tends to produce a sliding failure on a material along a plane that is parallel to the direction of the force. When a paper is cut with scissors, the paper fails in shear. In structural and mechanical engineering, the shear strength of a component is important for designing the dimensions and materials to be used for the manufacture or construction of the component (e.

Résistance des matériaux

vignette|Essai de compression sur une éprouvette de béton, une pression croissante est appliquée verticalement sur l'échantillon pendant que deux appareils mesurent les déformations longitudinales et transversales de l'éprouvette. vignette|À l'issue du test, l'éprouvette s'est rompue. Notez la cassure longitudinale. La résistance des matériaux (RDM) est une discipline particulière de la mécanique des milieux continus, permettant le calcul des contraintes et déformations dans les structures des différents matériaux (machines, génie mécanique, bâtiment et génie civil).

Shear strength (soil)

Shear strength is a term used in soil mechanics to describe the magnitude of the shear stress that a soil can sustain. The shear resistance of soil is a result of friction and interlocking of particles, and possibly cementation or bonding of particle contacts. Due to interlocking, particulate material may expand or contract in volume as it is subject to shear strains. If soil expands its volume, the density of particles will decrease and the strength will decrease; in this case, the peak strength would be followed by a reduction of shear stress.

Algorithme de compression sans perte

vignette|Comparaison de la compression d'image entre les formats JPG (à gauche) et PNG (à droite). PNG utilise une compression sans perte. On appelle algorithme de compression sans perte toute procédure de codage ayant pour objectif de représenter une certaine quantité d'information en utilisant ou en occupant un espace plus petit, permettant ainsi une reconstruction exacte des données d'origine. C'est-à-dire que la compression sans perte englobe les techniques permettant de générer un duplicata exact du flux de données d'entrée après un cycle de compression/expansion.

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Couvre l'aspiration, la résistance au cisaillement, les conséquences de dessiccation et les structures de rétention dans les sols non saturés.

Comportement dans le plan: parois URM

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Explore le comportement insaturé du sol, en mettant l'accent sur la rétention d'eau et les propriétés mécaniques.

Mesure de la force dans l'instrumentation médicale

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Concepts associés (26)

Essai de compression

Shear strength

Résistance des matériaux

Shear strength (soil)

Algorithme de compression sans perte

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