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Construction Deformation Monitoring and Result Analysis of Diaphragm Wall Panel Trench in Subway Station
Pages: 120-122
Year: Issue:  1
Journal: Journal of Gansu Sciences

Keyword:  Diaphragm wall panel trenchDeformation monitoringDeformation analysisSubway station;
Abstract: 通过对某城市轨道交通地铁车站地下连续墙监测结果进行分析,研究了地下连续墙在各个深度监测点的变化规律,以及基坑周围荷载对地下连续墙的影响.结果表明,连续墙位移随开挖深度的增加而增加,变化速率最大处位于开挖面附近,累计最大变形位于基坑中部附近;未支撑部分暴露时间和土方开挖量以及基坑周围的荷载大小对地下连续墙的变形有很大影响.
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