论文部分内容阅读
本文通过计算指出了原支护方案不足 ,提出了切合实际较优方案 ,并建立了合理的计算模型 ;本文还着重介绍了在施工场地极其狭窄情况下基坑挡土止水合适方案
This paper points out the insufficiency of the original support scheme through calculation, puts forward the practical optimization scheme and establishes a reasonable calculation model. This article also emphatically introduces the suitable scheme of water-proofing of foundation pit under extremely narrow construction site