摘要
在对秦沈高速铁路建筑中某段地基的可靠性分析中 ,对施工中发现的地质情况与勘测设计资料不符的问题进行了合理的解决。在分析过程中 ,把地基可靠性放在结构整体可靠性的概念中来研究 ,使地基设计安全的“富余”
Reliability analysis of a part of foundtaion soil in the construction of Qinshen high speed railway is made.The problem that the field geology condition doesn't accord with the exploration data is rationally solved.In the course of analysis,the foundation soil reliability is studied on the basis of the reliability of the whole structure.So the designing safety margin of the foundation soil can be quantificationally accounted.
出处
《岩土工程技术》
2001年第1期45-48,共4页
Geotechnical Engineering Technique
关键词
高速铁路
概率统计
可靠性
high speed railway
probability statistics
reliability
