特殊断面基坑的稳定性探讨

Stability Analysis of the Foundation Pit with a Special Excavated Section

结合某一地铁车站特殊基坑开挖断面 ,考虑上下坑土体之间的相互作用对基坑稳定性的影响 ,分析了在不同水平间距情况下 ,上、下基坑的稳定性 ,为类似的工程提供一定的建议。

Based on the particularity of the excavated section in a subway station and the effect of interaction between the upper and lower soil, the stability of the foundation pit in different conditions is analyzed in this paper. Then, some advices for the similar construction are put forward in the conclusion.