中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
YYY Comparative Analysis of Stability for Slope Engineering with Reliability Analysis and Limit Equilibrium Method

文献类型:会议论文

作者Zhang, Chuanming1; Zhao, Yang2; Zhou, Hui3
出版日期2013
会议日期JUL 13-15, 2013
会议地点Zhengzhou, PEOPLES R CHINA
关键词reliability analysis limit equilibrium method safety factor
卷号438-439
DOI10.4028/www.scientific.net/AMM.438-439.1195
页码1195
英文摘要To take the natural differences of geotechnical materials into consideration, reliability analysis of slope stability with Monte-Carlo method was carried out on a slope of deep pit. The results show that Monte-Carlo method is equal to the limit equilibrium method, the most dangerous sliding surfaces matching the practice could be found according to the method introduced in this paper.
源文献作者Zhao, S ; Xie, YM ; Liu, H ; Gao, D
会议录CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000336106800251
源URL[http://119.78.100.198/handle/2S6PX9GI/4731]  
专题岩土力学所知识全产出_会议论文
作者单位1.Shandong Univ Sci & Technol ;
2.North China Univ Water Resources & Elect Power;
3.Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Zhang, Chuanming,Zhao, Yang,Zhou, Hui. YYY Comparative Analysis of Stability for Slope Engineering with Reliability Analysis and Limit Equilibrium Method[C]. 见:. Zhengzhou, PEOPLES R CHINA. JUL 13-15, 2013.

入库方式: OAI收割

来源:武汉岩土力学研究所

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