The stability of foundation is analyzed by using of reliability theory.
结构可靠度理论适合于分析复合地基稳定性问题。
The methods applied in stability of foundation pit are summarized, and then their merits and shortcomings are compared.
对基坑稳定的评判方法进行了概述,比较了各方法的优劣性。
The main influence factors of stability of foundation pit are discussed, especially the influence of seepage induced from head difference.
讨论了影响基坑稳定性的主要因素,特别是由于水头差导致的土体渗流对基坑稳定性的影响。
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