摘要
码头陆域后方挡墙的基础处理考虑了3种方法,经综合对比分析,振冲砂石桩加固软土地基的方法因具有取材方便、工艺简单、工期较短和投资较省等特点而被采用,后经检测验证,加固效果良好。
Three methods were considered for foundation treatment of the back retaining wall of wharf land. After comprehensive comparison and analysis, the vibro-floated sand-gravel pile method was selected to be applied at last due to its convenience in getting materials, simple technology, short construction period and low cost. The inspection results prove that the compaction effect by this method is satisfactory.
出处
《水运工程》
北大核心
2006年第2期83-85,共3页
Port & Waterway Engineering
关键词
软土
砂石桩
地基处理
soft soil
sand-gravel pile
foundation treatment
