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Cited by 9 publications
(9 citation statements)
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“…Further, a large number of numerical modelling techniques exist, which are capable of simulating landslide initiation and motion. Methods for the analysis of continua such as the finite-element method (FEM) or the material point method (MPM) (Duncan, 1996;Więckowski et al, 1999;Darve & Laouafa, 2000;Bardenhagen & Kober, 2004;Andersen & Andersen, 2010;Conte et al, 2010;Pinyol et al, 2011;Zabala & Alonso, 2011;Yerro et al, 2014) may describe the deforming mass by elastoplastic constitutive equations familiar in soil mechanics. The discrete-element method (DEM) and related procedures describe the moving mass by laws of interaction between particles or blocks (Cleary & Campbell, 1993;Campbell et al, 1995).…”
Section: Introductionmentioning
confidence: 99%
“…Further, a large number of numerical modelling techniques exist, which are capable of simulating landslide initiation and motion. Methods for the analysis of continua such as the finite-element method (FEM) or the material point method (MPM) (Duncan, 1996;Więckowski et al, 1999;Darve & Laouafa, 2000;Bardenhagen & Kober, 2004;Andersen & Andersen, 2010;Conte et al, 2010;Pinyol et al, 2011;Zabala & Alonso, 2011;Yerro et al, 2014) may describe the deforming mass by elastoplastic constitutive equations familiar in soil mechanics. The discrete-element method (DEM) and related procedures describe the moving mass by laws of interaction between particles or blocks (Cleary & Campbell, 1993;Campbell et al, 1995).…”
Section: Introductionmentioning
confidence: 99%
“…Because MPM is suitable for solving the extremely large deformation problems, it is applied to model the granular material flow. Wieckowski et al [16,17] applied MPM to simulate the problems of silo discharge and silo filling, which involved flow of granular material. Using MPM with a frictional contact algorithm, Bardenhagen et al [18] simulated the grain interaction and stress bridging in granular material.…”
Section: Introductionmentioning
confidence: 99%
“…It was applied to the modelling of anchors placed in soil [8], to excavator bucket filling [9], to problems of granular flow in a silo [10], to the simulation of experiments related to fault induced ground deformations [11], to run-out analysis of earthquakeinduced soil flows [12] and to geomembrane response to settlement in landfills [13]. Also, a quasi-static version of MPM has been developed for large deformations in geomechanics [14].…”
Section: Materials Point Methodsmentioning
confidence: 99%