摘要
对地铁车站的深基坑开挖过程进行了数值模拟,在此基础上研究了基坑底部被动区土体的加固对地连墙侧向位移的影响,为优化设计提供参考。
Subway station deep foundation pit excavation process was numerically simulated, based on the study of soil in the passive zone of pit bottom reinforcement on the lateral displacement of wall effects, to optimize the design to provide a reference.
出处
《江苏建筑》
2016年第2期95-97,共3页
Jiangsu Construction
关键词
地下连续墙
坑内加固
变形规律
数值模拟
underground diaphragm wall
pit reinforcement
deformation law
numerical analysis