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Inertial Point Influencing Factors Analysis of the Flexible Pavement Structure under the Moving Load

机译:移动载荷下柔性路面结构的惯性点影响因素分析

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Based on the static analysis of the original inertial point theory, this paper analysed the existence of the inertial point with double slab motion differential equations on the elastic half-space foundation under the moving load. At the same time, the effect laws of the vehicle speed, the pavement slab thickness, the Poisson's ratio, the density and the moving load size on the inertial point of the flexible pavement on the elastic half-space foundation under the moving load were analysed. The result showed that there was the inertial point to the flexible pavement structure on the elastic halfspace foundation under the moving load. And the vehicle speed and the pavement slab thickness had great impact on the inertial point. But the pavement Poisson's ratio, density and the moving load size had minor or negligible impact on the inertial point. The analysis result of the inertial point existence under the moving load provided a basis for the pavement structure parameters back-calculation research of the inertial deflection method based on the moving load.
机译:基于原始惯性点理论的静态分析,本文分析了在移动负荷下弹性半空间基础的双板运动微分方程存在惯性点的存在。同时,效果规律的车速,路面板厚,泊松比,密度和移动负载尺寸在移动负荷下的弹性半空间基础上的柔性路面上的惯性点上的惯性点。结果表明,在移动负荷下弹性半空间基础上的柔性路面结构存在惯性点。并且车速和路面平板厚度对惯性点产生了很大的影响。但路面泊松的比率,密度和移动负载尺寸对惯性点的影响很小或可忽略不计。移动负载下惯性点存在的分析结果为基于移动负载的惯性偏转方法的路面结构参数提供了基础。

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