Through practical project application, the engineering characteristics, design methods and application conditions of retaining wall on supported beams of pile foundation were introduced and analyzed.
通过实际工程应用，介绍分析了桩基托梁挡土墙的工程特性和设计方法以及适用条件。
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。
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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