The composite soil-nailing retaining wall are adopted to shallow foundation excavation at depth of 4-6m in the mollisol.
软土地区常见的4~6米浅基坑常采用复合土钉墙形式进行基坑围护。
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。
A cantilever retaining wall has to be built on soft soil foundation in order to meet the needs of design.
某工点因设计需要，要在软土地基上修筑悬臂式挡土墙。
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