摘要
讨论盾构法施工时隧道衬砌内力及其附近地表沉降的有限元计算。包括土工结构建造过程的有限元模拟方法,模拟隧道衬砌的Mindlin曲梁单元,施工过程中洞室超挖量的数值处理方法等。最后通过一实际问题的计算表明本文所建议方法是有效的,并讨论了一些有关的问题。
This paper is concerned with the finite element analysis of shield tunnel for the deformation and internal forces in the surrounding soil and in the tunnel lining. Curved Mindilin beam element is recommended to model the tunnel lining in order to ensure deformation compatibility between the lining element and the soil element. Numerical methods are presented to simulate the staged construction and to consider the influence of ground lost during the tunnel construction. Finally, a practical problem is analyzed to show the performance of the proposed numerical procedures.
出处
《建筑结构》
CSCD
北大核心
1999年第2期23-26,共4页
Building Structure
关键词
隧道衬砌
内力变形分析
地表沉降
盾构施工
underground structure
tunnel lining
deformation analysis
finite element method