New methods for system reliability analysis of soil slopes

被引:7
作者
Zhang, J. [1 ,2 ,3 ]
Zhang, L. M. [1 ]
Tang, Wilson H. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[2] Tongji Univ, Key Lab Geotechn & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[3] Tongji Univ, Dept Geotechn Engn, Shanghai 200092, Peoples R China
关键词
reliability; slope stability; system reliability; uncertainty; Monte Carlo simulation; SLIP SURFACES; STABILITY; VARIABILITY; PROBABILITY; SPREADSHEET; FAILURE; RISK;
D O I
10.1139/T11-009
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A slope may have many possible slip surfaces. As sliding along any slip surface can cause slope failure, the system failure probability of a slope is different from the probability of failure along an individual slip surface. In this paper, we first suggest an efficient method for evaluating the system failure probability of a slope that considers a large number of possible slip surfaces. To obtain more insights into the system failure probability of a slope, we also propose a method to identify a few representative slip surfaces most important for system reliability analysis among a large number of potential slip surfaces and to calculate the system failure probability based on these representative slip surfaces. An equation for estimating the bounds of system failure probability based on the failure probability of the most critical slip surface is also suggested. The system failure probability is governed by only a few representative slip surfaces. For a homogenous slope, the failure probability of the most critical slip surface is a good approximation of the system failure probability. For a slope in layered soils, the system failure probability can be significantly larger than the failure probability of the most critical slip surface.
引用
收藏
页码:1138 / 1148
页数:11
相关论文
共 33 条
[1]  
Ang A. H.-S., 1984, PROBABILITY CONCEPTS, Vii
[2]  
Ang A.H.-S., 2007, Probability concepts in engineering: emphasis on applications to civil and environmental engineering, VI
[3]  
Bishop A.W., 1955, Geotechnique, V5, P7, DOI DOI 10.1680/GEOT.1955.5.1.7
[4]   Probability risk assessment of landslides: A case study at Finneidfjord [J].
Cassidy, Mark J. ;
Uzielli, Marco ;
Lacasse, Suzanne .
CANADIAN GEOTECHNICAL JOURNAL, 2008, 45 (09) :1250-1267
[5]   Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling [J].
Ching, Jianye ;
Phoon, Kok-Kwang ;
Hu, Yu-Gang .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (06) :768-777
[6]   Probabilistic stability analyses of slopes using the ANN-based response surface [J].
Cho, Sung Eun .
COMPUTERS AND GEOTECHNICS, 2009, 36 (05) :787-797
[7]   GEOTECHNICAL SYSTEM RELIABILITY OF SLOPES [J].
CHOWDHURY, RN ;
XU, DW .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 1995, 47 (03) :141-151
[8]  
Cornell C.A., 1971, P 1 INT C APPL STAT, P130
[9]   NARROW RELIABILITY BOUNDS FOR STRUCTURAL SYSTEMS [J].
DITLEVSEN, O .
JOURNAL OF STRUCTURAL MECHANICS, 1979, 7 (04) :453-472
[10]  
Ditlevsen O., 2005, Structural Reliability Methods