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Three-Dimensional Numerical Analysis of Tunnel Structural Stabilization in Mined-out Region

机译:挖掘区域隧道结构稳定的三维数值分析

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This paper a three-dimensional finite element model of KangJiagou bridge-Miaoling tunnel in mined-out region is built up to calculate surface level and vertical displacement of different working conditions,analyze the characteristics of surface subsidence,divide key part and delineate safety pre-warning range of the surface.At the same time the tunnel deformation and stress characteristics are studied and the tunnel’s supporting parts are also determined through analyzing the concentration areas of structure stress,which make tunnel’s stability been very well controlled.The research results can provide the theory basis and the technical guidance for the construction of tunnel in mined-out region.
机译:本文采用淘汰区域康嘉寿桥苗族隧道三维有限元模型,建立了计算表面级和不同工作条件的垂直位移,分析了表面沉降的特点,划分关键部分和描绘安全预表面的警告范围。同时研究了隧道变形和应力特性,并且还通过分析结构应力的浓度区域来确定隧道的支撑部件,这使得隧道的稳定性非常好。研究结果可以提供理论基础与挖掘地区隧道施工技术指导。

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