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 |
DOI | 10.4028/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
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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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