Reliability analysis of the progressive slide of arch dam abutment
Reliability analysis of the progressive slide is used to estimate the stability of arch dam. The space stochastic parameters are surveyed through considering the relativity of parameter. The stability reliability analysis can be divided into element, sub-structure or sub-system and system. From element to system calculate abutments ability. Substructure is composed by elements parallel connection. System is composed by sub-structures in series. The substructure method is applied to study the interaction between arch dam and its abutment. In this paper, the weakness part of abutment was found by reliability analysis of the progressive slide, and the safe evaluation was solved.
X.C. Liu L.Q.Yang
Civil Engineer and Architecture College, University of Jinan, Jinan, China
国际会议
The 2nd ISRM International Young ScholarsSymposium on Rock Mechanics(第二届国际岩石力学青年学者研讨会)
北京
英文
331-336
2011-10-14（万方平台首次上网日期，不代表论文的发表时间）