在相似第三定理的基础上,采用相似转换的方法,完成了土体边坡振动台模型试验中模型边坡和原型边坡中相似关系设计,推导过程中假设土体的抗剪强度遵循莫尔—库仑定理,考虑地震过程中土体的实际性能,选用等价非线性粘—弹性模型作为土体动力计算模型,对所得相似律进行归一简化,最终得到了符合实际又较简洁的边坡振动台模型试验相似律。 On the basis of the similar third theorem, the design of similar relationship between the model slope and the prototype slope in the model test of soil slope shale is completed by the method of similarity transformation. In the process of derivation, the shear strength of the soil is assumed to follow Mo Coulomb theorem. Considering the actual performance of the soil during the earthquake, an equivalent nonlinear visco-elastic model was chosen as the dynamic model of the soil mass, and the similarity law of the soil was normalized and simplified. Finally, a realistic and simple edge Slope shaking table model test similarity law