中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Strength softening models of soil and its application in rainfall-induced landslide simulation

文献类型:期刊论文

作者Fu ZD(付振东); Li JC(李家春)
刊名THEORETICAL & APPLIED MECHANICS LETTERS
出版日期2013-07-10
卷号3期号:4页码:042002/1-042002/6
通讯作者邮箱bai_shan_ren@imech.ac.cn;jcli05@imech.ac.cn
关键词homogeneous slope numerical simulation strength softening model rainfall-induced landslide geological disaster
ISSN号2095-0349
产权排序Key Laboratory for Mechanics in Fluid Solid Coupling Systems, Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China
通讯作者付振东 ; 李家春
中文摘要In this study, strength softening models are developed for exploring rainfall-induced landslide mechanism based on Mohr-Coulomb strength theory with both saturation degree and temporal evolution into consideration. According to the ratio of two time scales available, the model can be classified into three categories, i.e., instant softening model, delay softening model, and coupling softening model. Corresponding evolution functions are specified to represent these kinds of softening processes and then applied to simulate landslide of homogeneous slopes triggered by rainfall, therefrom, useful conclusions can be drawn in the end.
学科主题环境流体力学
分类号二类
资助信息This work was supported by the National Natural Science Funds of China (10932012)
原文出处http://dx.doi.org/10.1063/2.1304202
语种英语
公开日期2013-09-12
源URL[http://dspace.imech.ac.cn/handle/311007/47435]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
推荐引用方式
GB/T 7714
Fu ZD,Li JC. Strength softening models of soil and its application in rainfall-induced landslide simulation[J]. THEORETICAL & APPLIED MECHANICS LETTERS,2013,3(4):042002/1-042002/6.
APA 付振东,&李家春.(2013).Strength softening models of soil and its application in rainfall-induced landslide simulation.THEORETICAL & APPLIED MECHANICS LETTERS,3(4),042002/1-042002/6.
MLA 付振东,et al."Strength softening models of soil and its application in rainfall-induced landslide simulation".THEORETICAL & APPLIED MECHANICS LETTERS 3.4(2013):042002/1-042002/6.

入库方式: OAI收割

来源:力学研究所

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