In this paper, the numerical simulations of the stress state of the central wall of a twin arched-tunnel construction has been done by the dynamical FEM GeoFBA-V3.
利用隧道专用软件“同济曙光”对某联拱隧道施工中中隔墙应力状态进行了数值模拟，并与现场测试进行了对比分析。
In this paper, the numerical simulations of the stress state of the central wall of a twin arched-tunnel construction has been done by the dynamical FEM GeoFBA-V3.
利用隧道专用软件“同济曙光”对某联拱隧道施工中中隔墙应力状态进行了数值模拟，并与现场测试进行了对比分析。
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