Probabilistic slope stability analysis by risk aggregation

被引:63
|
作者
Li, Liang [1 ]
Wang, Yu [2 ]
Cao, Zijun [3 ]
机构
[1] Qingdao Technol Univ, Sch Civil Engn, Qingdao, Peoples R China
[2] City Univ Hong Kong, Shenzhen Res Inst, Dept Civil & Architectural Engn, Kowloon, Hong Kong, Peoples R China
[3] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan, Peoples R China
基金
中国国家自然科学基金; 高等学校博士学科点专项科研基金;
关键词
Risk aggregation; Monte Carlo simulation; Conditional probability; Slope stability; SYSTEM RELIABILITY-ANALYSIS; SWARM OPTIMIZATION ALGORITHM; MONTE-CARLO-SIMULATION; CRITICAL SLIP SURFACE; PARAMETER SENSITIVITY; DESIGN; INDEX;
D O I
10.1016/j.enggeo.2014.04.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper develops a probabilistic slope stability analysis approach that formulates the slope failure event as a series of mutually exclusive and collectively exhaustive events using conditional probability and utilizes Monte Carlo Simulation (MCS) to determine the occurrence probability for each of the mutually exclusive and collectively exhaustive events in a progressive manner. Then, these probabilities are aggregated to represent the overall slope failure probability p(f). Equations are derived for the proposed approach, and the implementation procedures are illustrated using a cohesive slope example. The p(f) values obtained from the proposed approach are shown to agree well with those p(f) values that have been obtained by searching a large number of potential slip surfaces for the minimum factor of safety (FS) in each MCS sample. The computational time, however, is shown to reduce by, at least, an order of magnitude. In addition, a sensitivity study is performed to explore the effect of a key parameter in the proposed approach, i.e., the correlation coefficient threshold rho(0), on both the accuracy of p(f) and computational cost. When the spatial variability is significant the effect of rho(0) on the accuracy of p(f) is significant, and a relatively large rho(0) value is needed to ensure the accuracy of p(f). On the other hand, the computational time reduces substantially as the rho(0) value decreases. At an extreme case of rho(0) = 1.0, the risk aggregation approach becomes equivalent to an approach where a large number of potential slip surfaces are searched for the minimum FS in each MCS sample. In contrast, at the other extreme case of rho(0) = 0, the risk aggregation approach is the same as an approach that has been used in many previous studies and relies on only one slip surface. The risk aggregation approach deals rationally with the possibility of slope failure along more than one distinct slip surface (i.e., multiple failure modes) with significantly reduced computational efforts. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:57 / 65
页数:9
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