A coupled FEM-DEM study on mechanical behaviors of granular soils considering particle breakage
文献类型:期刊论文
作者 | Wang, Yu4,5; Nie, Jia-Yan2,3; Zhao, Shiwei1; Wang, Hao5 |
刊名 | COMPUTERS AND GEOTECHNICS |
出版日期 | 2023-08-01 |
卷号 | 160页码:11 |
ISSN号 | 0266-352X |
关键词 | Coupled FEM -DEM modeling Particle breakage Biaxial compression test Particle strength Particle shape Confining pressure |
DOI | 10.1016/j.compgeo.2023.105529 |
英文摘要 | Particle breakage often occurs in the fields of geological, geotechnical and hydraulic engineering like rock avalanche, landslides and high earth-rock dam, which affects the design and countermeasures of relevant en-gineering structures. Investigation of particle breakage's effect on mechanical behaviors of granular soils has always been the hotspot within the community of particulate materials. In this study, a coupled finite element method (FEM) and discrete element method (DEM) modeling has been developed to tackle boundary value problems (BVPs) related with particle breakage. In the method, the particle breakage simulation is implemented in DEM through the conventional bonded particle modeling (BPM), while the stress-strain characteristics of representative volume element (RVE) captured by DEM is directly transmitted into the FEM solver to avoid the complicated and phenomenological constitutive equations incorporating into particle breakage. As an illustra-tion, we apply the proposed multiscale modeling to investigating mechanical behaviors of quartz sands subjected to particle breakage through the high confining pressure biaxial compression simulation. And effects of particle strength, particle shape and confining pressure on particle breakage characteristics and further mechanical be-haviors of quartz sands are also discussed accompanied with the underlying micromechanisms. Results demonstrate that the coupled FEM-DEM modeling can be able to deal with the complex geomechanics problems involving particle breakage. |
WOS关键词 | MULTISCALE INSIGHTS ; SAND ; STRESS ; SHAPE ; SIMULATION ; TESTS ; MODEL ; SIZE |
资助项目 | Second Tibetan Plateau Scientific Expedition and Research Program[2019QZKK0906] ; National Natural Science Foundation of China[41941017] ; National Natural Science Foundation of China[42202297] |
WOS研究方向 | Computer Science ; Engineering ; Geology |
语种 | 英语 |
出版者 | ELSEVIER SCI LTD |
WOS记录号 | WOS:001007224100001 |
资助机构 | Second Tibetan Plateau Scientific Expedition and Research Program ; National Natural Science Foundation of China |
源URL | [http://ir.imde.ac.cn/handle/131551/57552] |
专题 | 中国科学院水利部成都山地灾害与环境研究所 |
通讯作者 | Nie, Jia-Yan |
作者单位 | 1.Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Clear Water Bay, Hong Kong, Peoples R China 2.Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China 3.Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China 4.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 5.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Surface Proc, Chengdu 610041, Peoples R China |
推荐引用方式 GB/T 7714 | Wang, Yu,Nie, Jia-Yan,Zhao, Shiwei,et al. A coupled FEM-DEM study on mechanical behaviors of granular soils considering particle breakage[J]. COMPUTERS AND GEOTECHNICS,2023,160:11. |
APA | Wang, Yu,Nie, Jia-Yan,Zhao, Shiwei,&Wang, Hao.(2023).A coupled FEM-DEM study on mechanical behaviors of granular soils considering particle breakage.COMPUTERS AND GEOTECHNICS,160,11. |
MLA | Wang, Yu,et al."A coupled FEM-DEM study on mechanical behaviors of granular soils considering particle breakage".COMPUTERS AND GEOTECHNICS 160(2023):11. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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