标题:Slope instability risk analysis in earth dams considering uncertain factors
作者:Wang Wei; Li Chuanqi; Wang Shuai
通讯作者:Wei, W
作者机构:[Wang Wei] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China.; [Wang Wei; Li Chuanqi; Wang Shuai] Shandong Univ, Sch Civil Engn, Jinan, 更多
会议名称:International Conference on Applied Mechanics, Materials and Manufacturing (ICAMMM 2011)
会议日期:NOV 18-20, 2011
来源:MATERIALS AND COMPUTATIONAL MECHANICS, PTS 1-3
出版年:2012
卷:117-119
页码:1475-1478
DOI:10.4028/www.scientific.net/AMM.117-119.1475
关键词:slope instability; risk analysis; Simplified Bishop Slice Method;; uncertainty
摘要:Based on Simplified Bishop Slice Method and by applying LHS -MC method, risk analysis of slope instability in earth dams is presented. Based on Bishop Model, the equilibrium equation is established to evaluate the slope instability risk accounting for the uncertainties arising from soil properties and water level. Cohesive force c, friction angle phi, their relation and water level are taken as random variables which have a large influence on slop instability. One example of risk analysis for dam slope instability is presented to demonstrate the validity and capability of the proposed method.
收录类别:CPCI-S;EI;SCOPUS
WOS核心被引频次:2
Scopus被引频次:2
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-81055137438&doi=10.4028%2fwww.scientific.net%2fAMM.117-119.1475&partnerID=40&md5=42448b7899a77ed5d30ec419ac15853d
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