Finally, the staged construction process of foundation is simulated by using Tongji University GeoFBA FEM software.

最后，运用同济曙光岩土及地下工程设计分析软件进行了深基坑动态施工模拟。

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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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