与二维模型相比,边坡 三维条柱间未知作用力数目急增,需要作过多假设才能使问题静定可解。
Since the unknown forces between the slices of three-dimensional slope become more than the two-dimensional, it should be to do more assumptions to solve the problem.
与二维模型相比,边坡 三维条柱间未知作用力数目急增,需要作过多假设才能使问题静定可解。
Since the unknown forces between the slices of three-dimensional slope become more than the two-dimensional, it should be to do more assumptions to solve the problem.
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