中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method

文献类型:期刊论文

作者Yao, Chi2; Jiang, Shui-Hua1,2,3; Huang, Jinsong2,4; Yang, Jianhua2
刊名APPLIED MATHEMATICAL MODELLING
出版日期2017
卷号47页码:710-725
关键词Slope stability System reliability Risk assessment Probability of failure Spatial variability
ISSN号0307-904X
DOI10.1016/j.apm.2017.03.048
英文摘要Quantitative risk assessment of slope failure is an important prerequisite for formulating rational strategies for landslide risk mitigation and developing a landslide risk-based warning system. Efficient risk assessment of slope failure in two-dimensional (2-D) spatially variable soils is a challenging problem. This paper proposes an efficient approach for quantitative risk assessment of slope failure considering the 2-D spatial variation of soil properties in the limit equilibrium analysis framework. To facilitate the risk assessment of slope failure, an empirical method is developed for the identification of slope key failure modes. With the proposed approach, the key failure modes of the spatially variable slope can be well identified and their contributions to the risk of slope failure can be effectively quantified. Finally, a two-layered soil slope is studied to illustrate the proposed approach. It is found that the prominent advantages of the proposed approach include being computationally efficient and accounting for the effect of the correlations among the failure modes. (C) 2017 Elsevier Inc. All rights reserved.
WOS研究方向Engineering ; Mathematics ; Mechanics
语种英语
WOS记录号WOS:000404503000042
出版者ELSEVIER SCIENCE INC
源URL[http://119.78.100.198/handle/2S6PX9GI/4088]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Tech Univ Munich, Engn Risk Anal Grp;
2.Nanchang Univ, Sch Civil Engn & Architecture;
3.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
4.Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn
推荐引用方式
GB/T 7714
Yao, Chi,Jiang, Shui-Hua,Huang, Jinsong,et al. Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method[J]. APPLIED MATHEMATICAL MODELLING,2017,47:710-725.
APA Yao, Chi,Jiang, Shui-Hua,Huang, Jinsong,&Yang, Jianhua.(2017).Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method.APPLIED MATHEMATICAL MODELLING,47,710-725.
MLA Yao, Chi,et al."Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method".APPLIED MATHEMATICAL MODELLING 47(2017):710-725.

入库方式: OAI收割

来源:武汉岩土力学研究所

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