Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method
Authors:
- Jianguo LiJLJianguo Li
- Bin WangBWBin Wang
- Pengzhi PanPPPengzhi Pan
- Hao ChenHCHao Chen
- Di WangDWDi Wang
- Penglin ChenPCPenglin Chen
- 13 March 2024
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 169
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
- Chinese Academy of Sciences
This publication has 26 references indexed in Scilit:
- Soil–rock mixture slope stability analysis by microtremor survey and discrete element methodBulletin of Engineering Geology and the Environment, 2022
- Stability analysis of soil-rock slope (SRS) with an improved stochastic method and physical modelsEnvironmental Earth Sciences, 2021
- A critical assessment and contact algorithm for the staggered grid material point methodInternational Journal of Mechanics and Materials in Design, 2021
- A hybrid material‐point spheropolygon‐element method for solid and granular material interactionInternational Journal for Numerical Methods in Engineering, 2020
- Failure behavior of soil-rock mixture slopes based on centrifuge model testJournal of Mountain Science, 2019
- Coupling of material point method and discrete element method for granular flows impacting simulationsInternational Journal for Numerical Methods in Engineering, 2018
- Enhancement of the material point method using B‐spline basis functionsInternational Journal for Numerical Methods in Engineering, 2017
- Efficient implementation of superquadric particles in Discrete Element Method within an open-source frameworkComputational Particle Mechanics, 2016
- Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive modelInternational Journal for Numerical and Analytical Methods in Geomechanics, 2008
- Flip: A low-dissipation, particle-in-cell method for fluid flowComputer Physics Communications, 1988