A constitutive model for granular materials subjected to a large stress range | |
Liu L(刘林)2,3; Yao YP3; Luo T3; Zhou AN1,3 | |
刊名 | COMPUTERS AND GEOTECHNICS |
2020-04-01 | |
卷号 | 120页码:13 |
关键词 | Granular materials Constitutive behavior Large stress range Particle crushing High stress Constitutive model |
ISSN号 | 0266-352X |
DOI | 10.1016/j.compgeo.2019.103408 |
英文摘要 | A simple constitutive model is presented to represent the behavior of granular materials subjected to a large stress range by introducing a revised normal compression line with a limit void ratio (e(1)) in the double logarithmic scale and a state parameter (xi) to quantify the state of granular materials. In the proposed model, a drop-shaped yield surface is employed and a unified hardening parameter (H) that is a function of the state parameter (xi) is developed to govern the hardening process. The model is first established in the triaxial compression stress state and then is extended to the general stress state through the transformed stress (TS) method. Adopting a single set of material parameters, the proposed model is verified against the experimental results of various tests on Cambria sand at different confining pressures (0.25-68.9 MPa), including the data of isotropic compression test and drained/undrained triaxial compression/extension tests. |
分类号 | 二类/Q1 |
资助项目 | National Program on Key Basic Research Project of China (973 Program)[2014CB047001] ; National Natural Science Foundation of China[51579005] ; National Natural Science Foundation of China[11672015] |
WOS关键词 | CRITICAL-STATE ; UH MODEL ; PARTICLE BREAKAGE ; SANDS ; COMPRESSION ; PARAMETER ; DILATANCY ; BEHAVIOR ; CLAYS |
WOS研究方向 | Computer Science ; Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000517849500027 |
资助机构 | National Program on Key Basic Research Project of China (973 Program) ; National Natural Science Foundation of China |
其他责任者 | Yao, Yangping |
内容类型 | 期刊论文 |
源URL | [http://dspace.imech.ac.cn/handle/311007/81583] |
专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
作者单位 | 1.RMIT, Sch Civil Environm & Chem Engn, Melbourne, Vic, Australia 2.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China; 3.Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China; |
推荐引用方式 GB/T 7714 | Liu L,Yao YP,Luo T,et al. A constitutive model for granular materials subjected to a large stress range[J]. COMPUTERS AND GEOTECHNICS,2020,120:13. |
APA | Liu L,Yao YP,Luo T,&Zhou AN.(2020).A constitutive model for granular materials subjected to a large stress range.COMPUTERS AND GEOTECHNICS,120,13. |
MLA | Liu L,et al."A constitutive model for granular materials subjected to a large stress range".COMPUTERS AND GEOTECHNICS 120(2020):13. |
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