摘要
以某条软土地层中开挖的地铁隧道为例,根据非线性有限元法的基本原理,利用大型非线性有限元软件ADINA三维动态模拟地铁隧道开挖过程,计算结果揭示了在盾构推进过程中地表沉降分布以及特点,得到盾构法开挖引起的地表沉降曲线,其形态与Peck计算得出的横向地表沉降槽正态分布曲线的形态基本一致,隧道轴线正上方地表沉降最为明显。
Considering the shield construction in soft soil which had caused ground subsidence and impact on the building around which are valued day by day.Taking a metro shield tunneling in soft soil as an example,using ADINA,a large non-linear FEM software to simulate a 3D-FEM model in the excavating process of the shield construction,then the curve of subsidence that caused by shield method construction had been calculated.The ground subsidence distributing characteristic had been revealed.The cross hydroseparator...
出处
《水利学报》
EI
CSCD
北大核心
2007年第S1期706-710,共5页
Journal of Hydraulic Engineering
关键词
盾构法
软土
三维有限元法
地表沉降
shield method
soft soil
3D finite element method
ground subsidence