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Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement

机译:卡车在不平坦路面上产生的饱和多孔弹性半空间的动力响应

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A truck-pavement-ground coupling model was established to study the dynamic responses of a saturated poroelastic half-space generated by a moving heavy truck on the uneven pavement. The ground was simulated as a fully saturated poroelastic half-space governed by Biot's theory. The overlying pavement was simplified as a Kirchhoff thin plate. With the assumption of a sinusoidal pavement surface, the dynamic wheel-pavement force was obtained through a linear Hertizian contact model. The numerical results showed that this dynamic load could make considerable contributions to the stress and excess pore water pressure responses in the ground. Furthermore, the effective stress path of the soil unit beneath the pavement caused by the moving truck was firstly calculated and presented. It was found that the differences between the total stress path and the effective stress path became significant as the truck speed increased, thus the effective stress path was more suitable than total stress path to reflect the stress history of soil elements in the saturated ground during the passage of high-speed traffics. (C) 2014 Elsevier Ltd. All rights reserved.
机译:建立了卡车-路面-地面耦合模型,以研究重型卡车在不平坦路面上产生的饱和多孔弹性半空间的动力响应。根据Biot的理论,将地面模拟为完全饱和的多孔弹性半空间。上面的人行道简化为Kirchhoff薄板。假定路面为正弦形,则通过线性Hertizian接触模型获得动态车轮铺装力。数值结果表明,该动载荷可对地应力和过大的孔隙水压力响应做出重要贡献。此外,首先计算并提出了移动卡车在人行道下方引起的土壤单元的有效应力路径。发现随着卡车速度的增加,总应力路径和有效应力路径之间的差异变得明显,因此有效应力路径比总应力路径更适合于反映饱和地基中土壤元素的应力历史。高速交通的通过。 (C)2014 Elsevier Ltd.保留所有权利。

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