软土地区基坑开挖变形性状分析  

Analysis of Deformation Behavior of Foundation Pit Excavation in Soft Soil Area

作　　者：文少磊 WEN Shaolei(China Railway 16 Bureau Group Beijing Metro Engineering Construction Co.,Ltd.,Beijing,101100,China)

机构地区：[1]中铁十六局集团北京轨道交通有限公司,北京101100

出　　处：《建筑工程与管理》2020年第8期23-25,共3页Architecture Engineering and Management

摘　　要：随着科技的不断发展,软土地区的基坑开挖得到的关注越来越多。软土地区的强度相对较低且含水量较大,所以在基坑开挖过程中容易产生变形问题。文章通过对软土地区的基坑开挖进行分析,并结合实际对软土地区基坑开挖变形性状提出个人观点,希望为关注软土地区基坑开挖的人群带来参考。With the continuous development of science and technology,more and more attention has been paid to the excavation of foundation pits in soft soil areas.The strength of the soft soil area is relatively low and the water content is large,so it is prone to deformation problems during the excavation of the foundation pit.This article analyzes the excavation of foundation pits in soft soil areas,and puts forward personal opinions on the deformation characteristics of foundation pit excavation in soft soil areas based on actual conditions,hoping to provide references for people who are concerned about foundation pit excavation in soft soil areas.

关 键 词：软土地区 基坑开挖 变形 

分 类 号：TU447[建筑科学—岩土工程]