Three-dimensional stability of landslides based on local safety factor
YANG Tao; Man-chu Ronald YEUNG; YANG Bing; LIU Yong-jiang; YANG Yan-xin
刊名Journal of Mountain Science
2016-09
卷号13期号:9页码:1515-1526
关键词Landslide stability Local safety factor Stability analysis method Slip mechanism
ISSN号1672-6316
通讯作者YANG Bing
英文摘要Unlike the limit equilibrium method (LEM), with which only the global safety factor of the landslide can be calculated, a local safety factor (LSF) method is proposed to evaluate the stability of different sections of a landslide in this paper. Based on three-dimensional (3D) numerical simulation results, the local safety factor is defined as the ratio of the shear strength of the soil at an element on the slip zone to the shear stress parallel to the sliding direction at that element. The global safety factor of the landslide is defined as the weighted average of all local safety factors based on the area of the slip surface. Some example analyses show that the results computed by the LSF method agree well with those calculated by the General Limit Equilibrium (GLE) method in two-dimensional (2D) models and the distribution of the LSF in the 3D slip zone is consistent with that indicated by the observed deformation pattern of an actual landslide in China.
收录类别SCI
语种英语
内容类型期刊论文
源URL[http://ir.imde.ac.cn/handle/131551/17520]  
专题成都山地灾害与环境研究所_Journal of Mountain Science _Journal of Mountain Science-2016_Vol13 No.9
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GB/T 7714
YANG Tao,Man-chu Ronald YEUNG,YANG Bing,et al. Three-dimensional stability of landslides based on local safety factor[J]. Journal of Mountain Science,2016,13(9):1515-1526.
APA YANG Tao,Man-chu Ronald YEUNG,YANG Bing,LIU Yong-jiang,&YANG Yan-xin.(2016).Three-dimensional stability of landslides based on local safety factor.Journal of Mountain Science,13(9),1515-1526.
MLA YANG Tao,et al."Three-dimensional stability of landslides based on local safety factor".Journal of Mountain Science 13.9(2016):1515-1526.
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