执行机械应力，强度和变形计算。
Perform mechanical stress, strength, and deformation calculation.
提出土体损失引起的三维地面变形计算公式。
Formula of ground deformation induced by ground loss was offered.
为基础变形计算提供了一种较为理想的算法。
The new theory will provide a more perfect method to predict the settlement of foundation.
不同温度下的驱动变形计算结果同试验结果吻合较好。
The result of actuating of computing model is well with that of experiment.
最后，卸荷岩体变形参数的计算方法提出了建议。
Finally, the unloading rock mass deformation parameters and the calculating method are put forward.
经检测，计算变形量与实际情况基本一致。
The calculated deformation is almost equal to the real situation by measurement.
最后，提出了考虑变形和时间效应的土压力计算方法。
In the end, earth pressure model considering settlement and time effect is presented.
对其进行耐压、短路电动力、温升和结构变形的分析计算。
Insulation, short circuit force, temperature rise and structure deformed are simulated analysis.
计算结果表明：隧道埋深对地表变形影响显著；
The results show that the buried depth has a remarkable effect on the ground deformation;
计算结果表明：隧道埋深对地表变形影响显著；
The results show that the buried depth has a remarkable effect on the ground deformation;
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