A new optimization approach for slope reliability analysis

WU Zhen-jun; WANG Shui-lin; TANG Hua; WANG Wei; GE Xiu-run

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

A new optimization approach for slope reliability analysis

更新时间：2026-06-25

- A new optimization approach for slope reliability analysis
- Vol. 31, Issue 3, (2010)
- 作者机构：
  
  中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： O22
- Online First：31 March 2010，
  
  Published：2010
- 稿件说明：
移动端阅览
WU Zhen-jun, WANG Shui-lin, TANG Hua, et al. A new optimization approach for slope reliability analysis[J]. 2010, 31(3).
DOI：

WU Zhen-jun, WANG Shui-lin, TANG Hua, et al. A new optimization approach for slope reliability analysis[J]. 2010, 31(3). DOI：

摘要

Abstract

关键词

Keywords

references

Views

3098

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Limit analysis of a soil slope considering saturated-unsaturated seepage

Analysis of soil slope’s transient stability under intensive rainfall

Finding globally critical surface by optimization method based on soil slope face grids

Calculative research on reliability of simple soil slope

Slope reliability analysis by simulation of non-stationary random field of undrained shear strength

Related Author

YU Hai-tao

LIU Shao-gang

YE Wei-min

NIU Wen-jie

LIU Xue-mei

YIN Xiao-tao

ZHU Xiang-rong

WU Chang-fu

Related Institution

School of Environmental Science and Engineering, Tongji University

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University

Department of Geotechnical Engineering, Tongji University

Hangzhou Exploration and Surveying Design Institute

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

AI问答

⁰