Slope stability and post-failure analysis of soil-rock-mixture using the modified 2D DDA-SPH method-Reference-Cited by-同舟云学术

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Slope stability and post-failure analysis of soil-rock-mixture using the modified 2D DDA-SPH method

Published:2022-09 Issue: Volume:157 Page:105170
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Li Changze,Chen Guangqi,Guo Longxiao,Gao Jingyao,Peng Xinyan,Yu Pengcheng

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. Discrete element modelling of a soil-rock mixture used in an embankment dam;Xu;Int J Rock Mech Min Sci,2016

2. A new method for constructing finite difference model of soil-rock mixture slope and its stability analysis;Lianheng;Int J Rock Mech Min Sci,2021

3. Numerical analysis of the failure process of soil–rock mixtures through computed tomography and PFC3D models;Ju;Int J Coal Sci Techn,2018

4. Shear deformation and strength of the interphase between the soil–rock mixture and the benched bedrock slope surface;Cen;Acta Geotechnica,2016

5. Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method;Yang;Eng Anal Bound Elem,2021

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2. Algorithm for the treatment of boundary conditions in NMM-SPH coupling models: Interface element-wise boundary particle scheme;Computers and Geotechnics;2024-10

3. 3D-SPH-DEM coupling simulation for the large deformation failure process of check dams under debris flow impact incorporating the nonlinear collision-constraint bond model;Engineering Analysis with Boundary Elements;2024-10

4. Numerical stability assessment of a mining slope using the synthetic rock mass modeling approach and strength reduction technique;Frontiers in Earth Science;2024-09-11

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