The excavation of deep foundation pit in soft soil region is comprehensive difficulty in geotechnical engineering.
软土地区深基坑开挖是基础和地下工程施工中一个综合性岩土工程难题。
In a foundation pit in soft soil area, gravity retaining wall with diagonal bracing is used as well as those without bracing.
在软土地区一大型基坑中，同时采用了竖向斜撑对水泥搅拌桩重力式挡土墙进行加强和单纯采用重力式挡土墙两种基坑围护形式。
The results show that the traditional judgment method of water gushing in pit is overestimated when it is used to design the pit in soft soil.
研究结果表明，与工程实践进行对比，对于软土地基的基坑突水问题，传统的判断方法过于保守。
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