结构工程师Issue(6)：129-133,5.
上海某深基坑工程数值模拟与现场监测分析
Numerical Simulation and On-site Monitoring of a Deep Foundation Pit in Shanghai
摘要
Abstract
In this paper,PLAXIS was used to simulate the enclosure wall and the process of excavation of a deep foundation pit in Shanghai.The internal force,the deformation of the enclosure wall and the underground pipelines nearby were figured out.Through analyzing the on-site monitoring data and comparing with the simu-lating results,the general law of the horizontal displacement of enclosure walls and soil were found.The con-clusions can be used for the design optimization and the deformation prediction of deep foundation pits.关键词
深基坑/变形/数值模拟/监测Key words
deep foundation pits/deformation/numerical simulation/monitoring引用本文复制引用
吴水根,侯飞,张铭..上海某深基坑工程数值模拟与现场监测分析[J].结构工程师,2014,(6):129-133,5.
