摘要
以牡绥线双丰隧道为背景,采用二维弹塑性有限元分析方法,模拟3种不同的隧道开挖和支护过程,计算围岩和衬砌内力及支护的强度安全系数,研究不同的开挖方法对其结构稳定性和安全系数的影响,选择最优施工方法,为类似的隧道设计与施工提供参考.
With the background of Shuangfeng tunnel of Mu Sui line , by using the 2-D FEM of elastic plasticity , simulations of three kinds of tunnel excavation are carried out , and the internal force and safety coefficient of the lining is calculated to inspect structure security .Then the thesis discusses the effect of different kinds of tunnel excavation on lining safety coefficient and structure stability , which helps to choose the best construction method and offers guidance and reference for the design and construction of similar railway tunnel .
出处
《兰州工业学院学报》
2014年第5期59-63,共5页
Journal of Lanzhou Institute of Technology
关键词
隧道
有限元分析
施工方法
tunnel
finite element analysis
the construction method