摘要
结合工程实例,运用土体、围护结构相互作用有限元计算原理,对基坑开挖时由于土体应力释放和降承压水作用对地铁区间隧道的影响进行了计算分析,并提出降低其影响的建议及措施,可供类似工程参考。
Combined with the actual engineering case,by use of FEM theory of interaction of soil and retaining structure,computation and analysis was made to the impact on the subway interval tunnel from the soil stress release and dewatering during excavation.And suggestions and measures were proposed for reference.
出处
《地下工程与隧道》
2009年第2期36-38,共3页
Underground Engineering and Tunnels
