By using a generalized two-parameter model, we study main regularities of the deformation of an infinite viscoelastic layer on the rigid foundation under the action of concentrated cyclic loads. The process of transition to the steady-state conditions of deformation under periodic nonharmonic loading is simulated. The possibility of taking into account residual strains (displacements) in a layer made of the Kelvin–Voigt material and their role in the evaluation of the rate of transition into the steady-state mode are analyzed.

中文翻译：

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集中循环荷载作用下刚性地基粘弹性层受力状态

利用广义的二参数模型，研究了集中循环荷载作用下刚性地基无限粘弹性层变形的主要规律。模拟了在周期性非谐波载荷下向稳态变形条件的过渡过程。分析了在由 Kelvin-Voigt 材料制成的层中考虑残余应变（位移）的可能性及其在评估过渡到稳态模式的速率中的作用。