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Dynamic stress and deformation of a layered road structure under vehicle traffic loads: Experimental measurements and numerical calculations

机译:车辆交通荷载作用下分层道路结构的动态应力和变形:实验测量和数值计算

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摘要

The study of stress and deformation of a road pavement-subgrade system under vehicle traffic loads is one of the most important areas in the field of transportation. In this paper, a physical model with all the road structure layers was built to study the dynamic behaviour of the layered pavement-subgrade system. Experiments were performed to determine the stresses, elastic deformations and irreversible permanent deformations at different depths to better understand the dynamic behaviour of a portion of a pavement-subgrade system. According to the physical model, the transmission and reflection matrices (TRM) method was used, and the general solutions for the stresses and displacements of the layered system subjected to dynamic double-circular loads at its surface were obtained. Numerical results in the space domain were derived by performing the inverse Hankel's transform and were used to compare its results with the experimental measurements. The agreement between the numerical and the experimental results was good, which indicates that the TRM method is useful in predicting the stresses and elastic deformations of a multi-layered road structure. Moreover, the stresses and elastic deformations were analysed for different properties of the structure using numerical computation.
机译:车辆行车荷载作用下的路面-路基系统的应力和变形研究是交通领域中最重要的领域之一。本文建立了一个包含所有道路结构层的物理模型,以研究分层路面-路基系统的动力特性。进行实验以确定在不同深度的应力,弹性变形和不可逆的永久变形,以更好地了解部分路基系统的动力特性。根据物理模型,采用透射和反射矩阵(TRM)方法,获得了层状系统在表面承受动态双圆载荷的应力和位移的通用解。通过执行汉克尔逆变换获得空间域中的数值结果,并将其结果与实验测量结果进行比较。数值与实验结果吻合良好,表明TRM方法可用于预测多层道路结构的应力和弹性变形。此外,利用数值计算分析了结构不同特性的应力和弹性变形。

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