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首页|期刊导航|岩土工程学报|180同心圆双环形内支撑在复杂环境下大型深基坑支护中的应用研究

180同心圆双环形内支撑在复杂环境下大型深基坑支护中的应用研究

吴西臣 徐杨青

岩土工程学报Issue(z1):72-76,5.
岩土工程学报Issue(z1):72-76,5.DOI:10.11779/CJGE2014S1012

180同心圆双环形内支撑在复杂环境下大型深基坑支护中的应用研究

Application of concentric circular strut system in large deep excavations under complex environment

吴西臣 1徐杨青1

作者信息

  • 1. 中煤科工集团武汉设计研究院有限公司,湖北 武汉 430064
  • 折叠

摘要

Abstract

A foundation pit located within the safety protection control line of Wuhan Yangtze River tunnel is taken as an example. The internal forces, displacements and other technical indices of single circular strut and concentric circular strut are comparatively analyzed. The calculated results show that the concentric circular strut can effectively share the axial forces. It has more reasonable structural stress, higher overall stability and supporting stiffness. It can effectively control the adverse influences of Wuhan Yangtze River tunnel and the surrounding building during the excavation of the foundation pit. Great economic and social benefits are achieved.

关键词

大型深基坑/同心圆环形支撑/武汉长江隧道

Key words

large deep excavation/concentric circular strut/Wuhan Yangtze River tunnel

分类

建筑与水利

引用本文复制引用

吴西臣,徐杨青..180同心圆双环形内支撑在复杂环境下大型深基坑支护中的应用研究[J].岩土工程学报,2014,(z1):72-76,5.

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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