摘要
针对江苏省常州地区的特殊地质条件,对地铁1号线一期工程河海站软土深基坑工程的施工过程进行了跟踪监测。监测结果表明:河海站软土明挖深基坑开挖对周边建筑物及坑底土体变形影响比较明显,但通过科学的监测以及对监测数据的分析,本项目的软土基坑处于可控制的稳定状态。
According to the special geological conditions in Changzhou area of Jiangsu Province, track monitoring was conducted during the first phase of the construction of the soft soil deep foundation pit project at Hehai Station of Metro Line 1. The monitoring results showed that the deep foundation pit excavation of the soft soil in Hehai Station had an obvious impact on the surrounding buildings and the soil deformation at the bottom of the pit. Through scientific monitoring and analyzing the monitoring data, it is found that the soft soil foundation pit of this project is under the controllable stability.
作者
胡新业
HU Xin-ye(Changzhou Zhongyuan Engineering Prospecting Institute Co.,Ltd.,Changzhou 213000,Jiangsu,China)
出处
《资源信息与工程》
2020年第1期64-67,共4页
Resource Information and Engineering
