摘要
依托温州市域铁路S1线SG11A标明挖地铁区间隧道施工,通过对典型海沉积深厚淤泥质软土不同施工阶段基坑变形情况,结合周边建筑物监测情况,分析基坑变形及对周边建筑物的影响,指导工程有效推进,可为类似工程提供可借鉴。
In this paper, based on the Wenzhou City railway S1 line SG11A marked metro tunnel construction, through the analysis of deformation of soft soil foundation in different construction stages of typical sea deep silt deposition, combined with the monitoring of the surrounding buildings, analysis of pit deformation and the impact on the surrounding buildings, guide the project effectively promote, and provide experiences for similar projects.
出处
《建筑技术开发》
2018年第9期120-123,共4页
Building Technology Development
关键词
淤泥质
软土基坑
变形
muddy soil
soft-soil foundation pit
deformation
