摘要
文章以无锡市亭子桥雨水顶管项目为背景,通过对顶管实施期间变形数据统计分析,总结出顶管始发位置、特殊地质条件位置和接收位置是发生变形的主要区域,并对项目的预警监测点数据变形情况进行了介绍。
Based on the rainwater pipe jacking project of Tingziqiao in Wuxi City,through the statistical analysis of deformation data during pipe jacking implementation,it is concluded that the starting position,special geological condition position and receiving position of pipe jacking are the main deformation areas,and the data deformation of early warning monitoring points of the project is introduced.
作者
魏善林
WEI Shan-lin(Jiangsu Zhongshe Group Co.,Ltd,Wuxi Jiangsu 214072 China)
出处
《江苏建筑》
2021年第3期66-67,共2页
Jiangsu Construction
关键词
顶管施工
地表沉降
变形分析
pipe jacking construction
surface subsidence
deformation analysis
