Effect of rotated anisotropy of soil shear strength on three-dimensional slope stability: a probabilistic analysis

被引：2
|
作者：
Wang, Zhen [1 ,2 ]
Wang, Huanling [1 ,3 ]
Xu, Weiya [1 ,2 ]
机构：
[1] Hohai Univ, Res Inst Geotech Engn, Nanjing 210098, Peoples R China
[2] Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Peoples R China
[3] Hohai Univ, Minist Educ, Key Lab Coastal Disaster & Def, Nanjing 210098, Peoples R China
来源：
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2021年 / 80卷 / 08期
基金：
国家重点研发计划; 中国国家自然科学基金;
关键词：
3D rotated anisotropy; Three-dimensional slope example; Slope stability; Discrete cosine transform; RELIABILITY-ANALYSIS; RISK-ASSESSMENT; EARTH DAM; FAILURE;
D O I：
10.1007/s10064-021-02336-w
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The influence of three-dimensional (3D) rotated anisotropy on the stability of soil slope is investigated. Random field theory is employed to model the heterogeneity of soil shear strength parameters, and finite element analysis is conducted to compute the slope response. In addition, Monte Carlo simulations are carried out to compute the probability of the 3D slope failure. Based on the simulation results of an idealized 3D soil slope, it is observed that the rotated angle significantly affects the slope failure probability as well as the failure mechanism.
引用
收藏
页码：6527 / 6538
页数：12
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