Reliability analysis of three-dimensional rock slope

被引：20

作者：

Yang, X. L. ^{[1
]}

Liu, Z. A. ^{[1
]}

机构：

[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China

来源：

GEOMECHANICS AND ENGINEERING | 2018年 / 15卷 / 06期

关键词：

rock slope; reliability analysis; Hoek-Brown criterion; limit analysis; STABILITY ANALYSIS; RISK-ASSESSMENT; MONTE-CARLO; FAILURE; TUNNELS; DESIGN;

D O I：

10.12989/gae.2018.15.6.1183

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Reliability analysis is generally regarded as the most appropriate method when uncertainties are taken into account in slope designs. With the help of limit analysis, probability evaluation for three-dimensional rock slope stability was conducted based upon the Mote Carlo method. The nonlinear Hoek-Brown failure criterion was employed to reflect the practical strength characteristics of rock mass. A form of stability factor is used to perform reliability analysis for rock slopes. Results show that the variation of strength uncertainties has significant influence on probability of failure for rock slopes, as well as strength constants. It is found that the relationship between probability of failure and mean safety factor is independent of the magnitudes of input parameters but relative to the variability of variables. Due to the phenomenon, curves displaying this relationship can provide guidance for designers to obtain factor of safety according to required failure probability.

引用

页码：1183 / 1191

页数：9

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