Settlement Analysis of Pavement under Traffic Load with Consideration of Horizontal Frictional Effect

DOI：

 作者 单位 张玲，欧强，赵明华 （湖南大学 岩土工程研究所，湖南 长沙 410082）

为分析计算高速公路水泥混凝土路面承载结构在交通荷载作用下的沉降，将路面结构视为黏弹性地基梁.在Kelvin地基梁模型的基础上，考虑路面结构与路基土界面摩阻效应的影响，进而分析交通荷载下黏弹性地基有限长梁的瞬态问题，通过三角级数展开法和Laplace-Fourier积分变换以及逆变换得到黏弹性地基梁在半正弦波荷载作用下的位移解析解.并研究分析了路基路面摩阻效应、荷载移动速度、路面结构刚度、路基竖向反力系数、路基阻尼等因素对路面沉降的影响.分析结果表明：路面沉降随车辆移动速度的增大而减小，随路基黏滞阻力系数及路基刚度的增大而减小，随路面结构刚度及结构层高度的增大而减小，与此同时增大路面结构刚度还可减小路面的波动.

To analyze the settlement of bearing structure of the cement concrete pavement of highway under traffic loads, pavement structure was regarded as a viscoelastic foundation beam. The interfacial friction effect between the foundation beam and soil below was introduced into the Kelvin foundation beam model. Based on the Kelvin model and taking the interfacial friction forces into consideration, an analytical solution of settlement for the viscoelastic foundation beam under traffic load was proposed by using trigonometric series, Laplace - Fourier transform and inverse transformation. Influence parameter study was presented to quantify the effects of various factors, such as the interfacial friction of subgrade and pavement, velocity of moving load, pavement structure stiffness, the coefficient of vertical soil reaction and viscous damping of subgrade. The results show that the settlement of pavement increases with the decrease of moving load speed，deformation decreases with the increase of viscous damping or subgrade stiffness, and deformation decreases with the increase of pavement stiffness or height of pavement structure. Meanwhile, the wave phenomenon of pavement decreases with the increase of the pavement structure stiffness.