通过对不同位置桥基基底岩体应力的分析，进行桥基位置的验证或修正。
The bridge foundation position is verified or modified through analyzing rock mass stress under bridge foundation at different bridge foundation positions.
通过膜应力和弯曲应力分布的特点，验证了板的屈曲过程的非线性特性。
The characteristic distributed for the membrane stress and crooked stress, has proved the bucking course of the panel is non-linear.
最后通过静态应力试验验证该模型的正确性。
The static stress test verifies the correctness of the model.
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