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软土基坑支护方案优选及实践

吴向儒

江西建材Issue(6):215-216,232,3.
江西建材Issue(6):215-216,232,3.

软土基坑支护方案优选及实践

Optimization and Practice of Retaining Scheme for Soft Soil Foundation Pit

吴向儒1

作者信息

  • 1. 鄂尔多斯职业学院,内蒙古 鄂尔多斯 017000
  • 折叠

摘要

Abstract

The article conducted an on-site investigation of the Nanchang Innovation and Entrepreneurship Center project,identified the geo-logical composition inside the foundation pit,the physical properties of each rock and soil layer,and the usage requirements,and selected the best deep foundation pit support plan.By fully utilizing the strength of bored piles and the good waterproofing effect of cement soil mixing piles,the final decision was made to adopt a support system of bored piles and cement soil mixing piles.This support system has good applicability to soft soil areas with high environmental requirements around the foundation pit,effectively reducing geological disasters and accidents,ensuring construction safety,and has high promotion and application value.

关键词

软土基坑/支护方案/施工风险

Key words

Soft soil foundation pit/Support scheme/Construction risk

分类

建筑与水利

引用本文复制引用

吴向儒..软土基坑支护方案优选及实践[J].江西建材,2024,(6):215-216,232,3.

江西建材

1006-2890

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