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型钢水泥墙技术在流塑淤泥层基坑中止水及位移控制技术研究

王韶 徐志红

广东水利水电Issue(5):64-68,5.
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广东水利水电Issue(5):64-68,5.

型钢水泥墙技术在流塑淤泥层基坑中止水及位移控制技术研究

Research on Seepage Prevention and Displacement Control of Steel Reiforcement Cement Wall Technology in Foundation Pit of Flow Plastic Silt Layer

王韶 1徐志红1

作者信息

  • 1. 广东省水利水电第三工程局有限公司,广东 东莞 526638
  • 折叠

摘要

Abstract

The deep foundation pit of underground sewage treatment plants is prone to instability,sudden mud and water influx in the flow plastic silt layer.Traditional steel support has limitations such as insufficient passive zone soil resistance and excessive support deformation.This study took the flow plastic silt layer foundation pit of a large sewage treatment plant as the object,and solves the safety,stability,and water seepage problems of the foundation pit through the technology of steel and cement wall support.The results showed that the optimized process effectively solved the safety,stability,and water seepage problems of the flow plastic silt layer foundation pit,and controlled the water level fluctuation,support internal force,support structure settlement,and surrounding surface settlement within a reasonable range.

关键词

型钢水泥墙技术/水泥搅拌桩/基坑/监测

Key words

steel reinforced cement wall technology/cement mixing pile/excavation pit/monitor

分类

建筑与水利

引用本文复制引用

王韶,徐志红..型钢水泥墙技术在流塑淤泥层基坑中止水及位移控制技术研究[J].广东水利水电,2026,(5):64-68,5.

广东水利水电

1008-0112

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