岩土工程学报Issue(z1)：198-201,4.DOI:10.11779/CJGE2014S1034
武汉轨道交通6号线某主体车站基坑工程变形问题分析
Deformation analysis of foundation pit of a subject station of Metro Line 6 in Wuhan
唐传政 1唐冬云 1李宇红1
作者信息
- 1. 武汉市市政工程质量监督站，湖北 武汉 430015
- 折叠
摘要
Abstract
The stratigraphic complexity in Wuhan is well-known, and the interbedded soil in the first terrace is often difficult or even risky to pit construction owing to the composition of different natures of the soil. Based on the reason analysis and treatment measures of large deformation of the foundation pit of a subject station of Wuhan Metro Line 6 in interbedded soil during the excavation, some problems that should be paid attention to in interbedded soil during the excavation are proposed, and it may provide certain reference for similar foundation pits.关键词
互层土/基坑变形/处理/轨道交通Key words
interbedded soil/deformation of foundation pit/treatment/rail transportation分类
建筑与水利引用本文复制引用
唐传政,唐冬云,李宇红..武汉轨道交通6号线某主体车站基坑工程变形问题分析[J].岩土工程学报,2014,(z1):198-201,4.
