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本文介绍了在深９．３５ｍ的软土地区深基坑支护工程中，成功地采用了格栅式水泥土挡墙支护体系，实践证明该支护效果良好，经济效益显著，基坑边坡位移满足深圳地区规范要求，在类似条件下的工程中有较高的推广价值。
This article describes the successful application of a grid-type cement-soil retaining wall support system in the deep foundation pit support project in a soft soil area of 9.35 m. The practice has proved that the support is effective and the economic benefits are significant. The slope displacement satisfies the requirements of the Shenzhen region and has a higher promotion value in projects under similar conditions.