摘要
运用可靠性理论对地基稳定的可靠度作了较全面的分析．结合一个工程实例，对抗力随机变量C。
Reliability theory has been used in analysing the reliability of stability of foundation. Further discussion is made on the sensitivity of random variables c, φand the relationship between index of reliability βand safety factor K.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1998年第3期270-273,共4页
Journal of Tongji University:Natural Science
关键词
地基承载力
极限状态
敏感性
可靠性
Ultimate bearing capacity of foundation
Limit state
Sensitivity
Reliability
