scholarly journals Micromechanical modeling of snow failure

2019 ◽  
Author(s):  
Grégoire Bobillier ◽  
Bastian Bergfeld ◽  
Achille Capelli ◽  
Jürg Dual ◽  
Johan Gaume ◽  
...  

Abstract. Dry-snow slab avalanches start with the formation of a local failure in a highly porous weak layer underlying a cohesive snow slab. If followed by rapid crack propagation within the weak layer and finally a tensile fracture through the slab appears, a slab avalanche releases. While the basic concepts of avalanche release are relatively well understood, performing fracture experiments in the lab or in the field can be difficult due to the fragile nature of weak snow layers. Numerical simulations are a valuable tool for the study of micromechanical processes that lead to failure in snow. We used a three-dimensional discrete element method (3D-DEM) to simulate and analyze failure processes in snow. Cohesive and cohesionless ballistic deposition allowed us to reproduce porous weak layers and dense cohesive snow slabs, respectively. To analyze the micromechanical behavior at the scale of the snowpack (~ 1 m), the particle size was chosen as a compromise between a low computational cost and a detailed representation of important micromechanical processes. The 3D-DEM snow model allowed reproducing the macroscopic behavior observed during compression and mixed-modes loading of dry snow slab and weak snow layer. To be able to reproduce the range of snow behavior (elastic modulus, strength), relations between DEM particle/contact parameters and macroscopic behavior were established. Numerical load-controlled failure experiments were performed on small samples and compared to results from load-controlled laboratory tests. Overall, our results show that the discrete element method allows to realistically simulate snow failure processes. Furthermore, the presented snow model seems appropriate for comprehensively studying how the mechanical properties of slab and weak layer influence crack propagation preceding avalanche release.

2020 ◽  
Vol 14 (1) ◽  
pp. 39-49 ◽  
Author(s):  
Grégoire Bobillier ◽  
Bastian Bergfeld ◽  
Achille Capelli ◽  
Jürg Dual ◽  
Johan Gaume ◽  
...  

Abstract. Dry-snow slab avalanches start with the formation of a local failure in a highly porous weak layer underlying a cohesive snow slab. If followed by rapid crack propagation within the weak layer and finally a tensile fracture through the slab, a slab avalanche releases. While the basic concepts of avalanche release are relatively well understood, performing fracture experiments in the laboratory or in the field can be difficult due to the fragile nature of weak snow layers. Numerical simulations are a valuable tool for the study of micromechanical processes that lead to failure in snow. We used a three-dimensional discrete element method (3-D DEM) to simulate and analyze failure processes in snow. Cohesive and cohesionless ballistic deposition allowed us to reproduce porous weak layers and dense cohesive snow slabs, respectively. To analyze the micromechanical behavior at the scale of the snowpack (∼1 m), the particle size was chosen as a compromise between low computational costs and detailed representation of important micromechanical processes. The 3-D-DEM snow model allowed reproduction of the macroscopic behavior observed during compression and mixed-mode loading of dry-snow slab and the weak snow layer. To be able to reproduce the range of snow behavior (elastic modulus, strength), relations between DEM particle and contact parameters and macroscopic behavior were established. Numerical load-controlled failure experiments were performed on small samples and compared to results from load-controlled laboratory tests. Overall, our results show that the discrete element method allows us to realistically simulate snow failure processes. Furthermore, the presented snow model seems appropriate for comprehensively studying how the mechanical properties of the slab and weak layer influence crack propagation preceding avalanche release.


2020 ◽  
Vol 142 ◽  
pp. 105998 ◽  
Author(s):  
Ruitao Peng ◽  
Jiawei Tong ◽  
Xinzi Tang ◽  
Rui Chen ◽  
Shengqiang Jiang

2012 ◽  
Vol 174 (2) ◽  
pp. 139-161 ◽  
Author(s):  
Luis Kosteski ◽  
Ricardo Barrios D’Ambra ◽  
Ignacio Iturrioz

2013 ◽  
Vol 153 ◽  
pp. 80-94 ◽  
Author(s):  
Luis Arnaldo Mejía Camones ◽  
Eurípedes do Amaral Vargas ◽  
Rodrigo Peluci de Figueiredo ◽  
Raquel Quadros Velloso

2018 ◽  
Vol 53 (6) ◽  
pp. 400-407 ◽  
Author(s):  
Gabriel Birck ◽  
Ignacio Iturrioz ◽  
Jorge D Riera ◽  
Letícia FF Miguel

The lattice discrete element method was employed by the authors in numerical determinations of the pre and post peak-failure response of quasi-brittle systems in which tensile fracture typically controls the dominant failure modes. In previous publications, the approach has also been applied to structures that fail by shear or unconfined compression. It was also verified that discrete element method models predict the strength of cubic and cylindrical samples subjected to confining lateral pressures up to about 20% of the vertical stress, although overestimating the effect of confinement. One of the factors responsible for this overestimation may be associated to the restraints on the fracture paths introduced by numerical methods such as discrete element method or finite element method . In order to determine a bound on model error in discrete element method numerical predictions, in this article, the influence of the mesh orientation on simulations of fracture propagation in quasi-brittle materials is examined in case of a plate subjected to a nominally homogeneous stress state.


2015 ◽  
Vol 9 (5) ◽  
pp. 1915-1932 ◽  
Author(s):  
J. Gaume ◽  
A. van Herwijnen ◽  
G. Chambon ◽  
K. W. Birkeland ◽  
J. Schweizer

Abstract. Dry-snow slab avalanches are generally caused by a sequence of fracture processes including (1) failure initiation in a weak snow layer underlying a cohesive slab, (2) crack propagation within the weak layer and (3) tensile fracture through the slab which leads to its detachment. During the past decades, theoretical and experimental work has gradually led to a better understanding of the fracture process in snow involving the collapse of the structure in the weak layer during fracture. This now allows us to better model failure initiation and the onset of crack propagation, i.e., to estimate the critical length required for crack propagation. On the other hand, our understanding of dynamic crack propagation and fracture arrest propensity is still very limited. To shed more light on this issue, we performed numerical propagation saw test (PST) experiments applying the discrete element (DE) method and compared the numerical results with field measurements based on particle tracking. The goal is to investigate the influence of weak layer failure and the mechanical properties of the slab on crack propagation and fracture arrest propensity. Crack propagation speeds and distances before fracture arrest were derived from the DE simulations for different snowpack configurations and mechanical properties. Then, in order to compare the numerical and experimental results, the slab mechanical properties (Young's modulus and strength) which are not measured in the field were derived from density. The simulations nicely reproduced the process of crack propagation observed in field PSTs. Finally, the mechanical processes at play were analyzed in depth which led to suggestions for minimum column length in field PSTs.


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