The numerical examples have been presented and compared with the corresponding solutions of classical thin plate theory.
文中给出了算例，并与经典薄板理论的相应解作了对比。
Classical bending theory of beam and plate can only be fit for thin and long beam and thin due to without considering deformed influence of cross shearing.
经典的梁板弯曲理论由于未考虑横向剪切变形的影响而只能适用于细长梁和薄板。
If this type raft foundation still is analyzed with the classical theory of thin plate, the limitation is obvious.
对于这类桩筏基础，若仍然采用经典的薄板理论进行分析，就存在一定的局限性。
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