Reliability analysis of anti-sliding pile in treatment landslide

摘要：

Based on the indefinite method of probabilistic and statistical theory, Mathematical simulation of landslide treatment using anti-sliding pile is conducted in this paper. Through establishing the corresponding limit state equations, the reliability of anti-sliding pile is simulated using Monte Carlo Method, which is not sensitive to dimension. Through verifying of an engineering case, the authors work made contribution not only to the transition of designing method of anti-slid pile from definition to reliability, but also to the checking of practical engineering.

作者: Ling-xia Gao Xiang-jun Yang Mao-tia Luan

作者单位: Dianlian Nationalities University,Dalian,China & Institute of Geotechnical Engineering,School of Civ Designing Institute of Municipal Engineering Exploration Survey,Dalian,China Institute of Geotechnical Engineering,School of Civil and Hydraulic Engineering,Dalian University of

会议类型: 国际会议

会议名称: International Symposium and The 7th Asian Regional Conference of IAEG(国际工程地质与环境协会年会暨第七届亚洲工程地质会议)

会议地点: 成都

会议语种:英文

页码: 310-313

在线出版日期: 2009-09-09（万方平台首次上网日期，不代表论文的发表时间）