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重力式基坑支护系统的可靠性分析
引用本文:徐超 王琼辉. 重力式基坑支护系统的可靠性分析[J]. 水文地质工程地质, 1998, 25(6): 34-37
作者姓名:徐超 王琼辉
作者单位:同济大学地下建筑与工程系
摘    要:本文分析了重力式基坑支护系统可能包含的多重破坏模式后,在考虑土性参数不确定性的情况下,运用系统可靠度理论对基坑支护系统的失效概率进行分析和计算。结果表明该方法能对基坑系统的稳定性作出较全面的评价。

关 键 词:重力式支护系统 可靠度 失效概率 深基础

Reliability analysis on braced system of gravity foundation pit
Xu Chao et al.. Reliability analysis on braced system of gravity foundation pit[J]. Hydrogeology and Engineering Geology, 1998, 25(6): 34-37
Authors:Xu Chao et al.
Affiliation:Xu Chao et al.
Abstract:Firstly the paper analyzes every failure model contained in the braced system of gravity foundation pit. Secondly it calculates the failure probability of foundation pit by application of systematic reliability theory. Finally it takes soil parameters as uncertainty variables and the example shows that this method can give a comprehensive judgement of the stability of foundation pits.
Keywords:braced system of gravity foundation pits   systematic reliability analysis   failure probability
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