摘要
深基坑开挖过程中卸荷量大,使得土体的变形场与应力场发生较大变化,极易引起地铁管片的开裂与渗漏水等危害现象,影响地铁正常运营。采用数值模拟的方法,在研究了某超大基坑开挖的全过程的基础上,通过对支护体系的内力分析与变形分析,评估该基坑施工过程中对周围环境的影响,尤其是对地铁隧道的影响,为基坑支护的设计提供依据,也为深基坑施工提供参考。
The large amount of unloading in the process of deep foundation pit excavation makes great changes in the deformation field and stress field of soil,which is very easy to cause harmful phenomena such as subway segment cracking and water leakage,and affect the normal operation of subway.Using the method of numerical simulation,based on the study of the whole process of the excavation of a super large foundation pit,through the internal force analysis and deformation analysis of the support system,evaluate the impact of the foundation pit construction on the surrounding environment,especially on the subway tunnel,to provide a basis for the design of foundation pit support and a reference for the construction of deep foundation pit.
作者
翟永勇
周子瑜
邬建华
濮仕坤
ZHAI Yongyong;ZHOU Ziyu;WU Jianhua;PU Shikun(Nanjing Exploration Engineering Co.,Ltd.,Nanjing,Jiangsu 210007,China;School of National Defense Engineering,Army University of Engineering,Nanjing,Jiangsu 210007,China;Heilongjiang Civil Defence Design and Research Institute,Harbin,Heilongjiang 150000,China)
出处
《建筑施工》
2021年第11期2249-2252,共4页
Building Construction
关键词
数值模拟
深基坑开挖
支护结构
地铁
衬砌
numerical simulation
deep foundation pit excavation
support structure
subway
lining