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A new Model for The Dynamic Interaction of Pile and Pile End Soil

机译:桩与桩端土动力相互作用的新模型

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Allowing for the shortcomings of the existing dynamic interaction models of pile and pile end soil, this paper presented a new model to simulate the dynamic interaction of pile and pile end soil, namely, fictitious soil pile model. At first, finite soil layers below pile end are modeled as fictitious soil pile whose cross-section area is the same as that of the pile. Meanwhile, the surrounding soil layers of pile are modeled by using plane strain model. Then, the semi-analytical solution of longitudinal dynamic response at the pile head in time domain is derived by means of Laplace transform and impedance function transfer method. Based on this solution, a parametric study is conducted to study the influence of parameters of soil below pile end on the longitudinal dynamic response at the pile head.
机译:本文借助桩和桩端土壤现有动态相互作用模型的缺点,提出了一种模拟桩和桩端土的动态相互作用的新模型,即虚构的土桩模型。首先,桩端以下的有限土层被建模为虚构的土壤桩,其截面区域与桩的横截面相同。同时,通过使用平面应变模型建模周围的桩桩。然后,通过拉普拉斯变换和阻抗函数转移方法导出桩头在时域中纵向动态响应的半分析解决方案。基于该解决方案,进行了参数研究,以研究桩端低于桩端下的土壤参数对桩头纵向动力响应的影响。

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