摘要
基于可靠度理论进行基坑支护结构的抗倾覆稳定和抗坑底隆起稳定分析,采用JC法计算2种稳定模式的可靠度指标,并编制MATLAB程序,计算得到基坑失效概率。研究结果表明,应用可靠度理论进行基坑优化设计是可行的。
In this article,the anti-overturning stability and resistant heave stability of foundation pit support structure are analyzed with the reliability theory.The reliability indicator of two models are calculated with the JC method.The MATLAB program is made to get the failure probability of foundation pit.The research results indicate that it is feasible to apply the reliability theory to the optimization design of the foundation pit.
出处
《山东交通学院学报》
CAS
2014年第1期64-67,共4页
Journal of Shandong Jiaotong University
关键词
基坑支护
稳定性
可靠度
JC法
失效模式
foundation support structure
stability
reliability
JC method
failure mode