摘要
依据可靠度理论,对重力坝深层抗滑稳定问题,采用9个随机变量进行了计算,并将计算结果与常规法(被动抗力法)得出的结果进行了分析比较。同时对用此计算和要解决的问题提出了看法和意见。
In this paper based on reliability theory,gravity dam stability against deep slide has been analysed by use of stochastic variables.The analysis results are compared with those obtained from conventional(passive resistance)method.Besides,views and comments are given to use of this analysis and problems to be solved.
出处
《水电站设计》
2003年第1期26-30,共5页
Design of Hydroelectric Power Station
关键词
深层地基
抗滑稳定
可靠度
随机变量
混凝土重力坝
concrete gravity dam
deep foundation
stability against sliding
reliability
stochastic variable
