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本文介绍某工程一个狭长条形直立式挡墙基础及边坡区分别采用砂井桩、塑料排水板真空预压加固软土地基的试验及其加固效果。
This paper introduces the test and reinforcement effect of vacuum preloading for soft soil foundation using sand shaft piles and plastic drains in the foundation and slope area of a strip-shaped vertical standing wall in a project.