中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method

文献类型:期刊论文

作者Li, Jianguo1,2; Wang, Bin1,2; Pan, Pengzhi1,2; Chen, Hao1; Wang, Di1; Chen, Penglin1,2
刊名COMPUTERS AND GEOTECHNICS
出版日期2024-05-01
卷号169页码:18
关键词Material point method Discrete element method Soil -rock mixture Slope failure Soil -rock interaction Concurrent solving scheme
ISSN号0266-352X
DOI10.1016/j.compgeo.2024.106226
英文摘要A 3-D concurrent MPM-DEM (material point method - discrete element method) scheme is proposed and developed in this paper to simulate soil -rock mixture slopes. The MPM and DEM are treated as two individual parts linked by the coupled contact force. Compared with MPM, the proposed MPM-DEM scheme provides a more realistic contact detection. Compared with DEM, the scheme can model such cases more efficiently and conveniently. Based on the characteristics of the soil -rock mixture, a CPU-GPU concurrent solving scheme is introduced, which can improve the efficiency and make full use of the computational resources of both GPU and CPU. The accuracy of the MPM-DEM scheme is validated by three benchmark examples, i.e ., a block sliding on an inclined plane, granular flow impacting blocks, and collapse of hybrid granular columns. The failure mode and sliding distance of soil -rock mixture slopes are analyzed using the proposed MPM-DEM scheme and compared to a pure MPM. Influencing factors such as soil -rock friction and cohesion, rock content, and rock size are studied. The results indicate that this scheme can well capture the soil -rock interface and deal with complex interactions between soil and rock.
资助项目National Nature Science Foundation of China[52379111] ; National Nature Science Foundation of China[51979270] ; CAS Pioneer Hundred Talents Program
WOS研究方向Computer Science ; Engineering ; Geology
语种英语
WOS记录号WOS:001218974800001
出版者ELSEVIER SCI LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/41252]  
专题中科院武汉岩土力学所
通讯作者Wang, Bin
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Li, Jianguo,Wang, Bin,Pan, Pengzhi,et al. Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method[J]. COMPUTERS AND GEOTECHNICS,2024,169:18.
APA Li, Jianguo,Wang, Bin,Pan, Pengzhi,Chen, Hao,Wang, Di,&Chen, Penglin.(2024).Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method.COMPUTERS AND GEOTECHNICS,169,18.
MLA Li, Jianguo,et al."Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method".COMPUTERS AND GEOTECHNICS 169(2024):18.

入库方式: OAI收割

来源:武汉岩土力学研究所

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