摘要
以重庆江溉路隧道邻近的建筑基坑工程为背景,采用有限元软件MIDAS/GTS建立三维模型计算分析深基坑施工对邻近连拱隧道的影响特性。通过有限元模拟深基坑开挖施工过程,从连拱隧道结构的位移、应力、应变方面分析基坑施工对连拱隧道的影响特性,分析结果为今后类似工程建设提供参考。
Based on the deep foundation pit construction on adjacent multi-arch tunnel of Jianggai Road,the finite element software named MIDAS/GTS was used to establish three-dimensional model to calculate and analyze the influence characteristics of multi-arch tunnel under adjacent deep foundation construction.Through the finite element simulation of deep excavation construction process,the multi-arch tunnel structure's displacement,stress and strain could be got to analyze the influence characteristics under deep foundation pit construction.The analysis results could be helpful for similar projects in the future constructions.
出处
《重庆交通大学学报（自然科学版）》
CAS
北大核心
2013年第5期934-937,964,共5页
Journal of Chongqing Jiaotong University(Natural Science)
关键词
深基坑
连拱隧道
有限元
影响特性
deep foundation
multi-arch tunnel
finite element
influence characteristics
