SMW工法基坑支护中的地表沉降分析  

The surface subsidence analysis in SMW method foundation pit support

作　　者：叶井亮 刘媛媛 王晖[3] 

机构地区：[1]中国市政工程中南设计研究总院有限公司,湖北武汉430010 [2]湖北省质量技术监督局,湖北武汉430071 [3]天津大学建筑工程学院,天津300072

出　　处：《山西建筑》2016年第14期79-80,共2页Shanxi Architecture

摘　　要：通过对武汉市夹套河项目基坑工程实例的分析,计算出由支护结构变形所引起的地表沉降,并与实测沉降进行比较,确定了合理的沉降计算方法,对后续类似工程有一定的借鉴意义。Through the analysis on foundation pit engineering example of Wuhan Jiatao river project,this paper calculated the surface subsidence caused by support structure deformation,and compared with the measured settlement,determined the reasonable settlement calculation method, had certain reference significance for subsequent similar engineering.

关 键 词：基坑支护 地表沉降 SMW工法 支护桩 

分 类 号：TU463[建筑科学—结构工程]