摘要
运用结构可靠度理论，同时结合一个工程实例，对用汉森公式确定的地基稳定极限状态方程进行了较为全面的可靠度分析。并对抗剪指标ｃ．φ随机变量的敏感性以及可靠度指标和安全系数之间的关系作了进一步的探讨。
In this paper, structural reliability theory is used to analyse the reliability of ultimate limit states of foundation by means of a engineering project . Further research is also carried out on sensitivity of parameters of shear strength c,φ and relationship between index of reliability and safety factor.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1998年第2期79-81,共3页
Chinese Journal of Geotechnical Engineering
关键词
地基承载力
极限状态
敏感性
可靠度
汉森公式
bearing capacity of foundation, ultimate limit state, sensitivity, index of reliability.
