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Calculation Method and Influence Law of Pavement Rut Under Dynamic Load

机译:动载作用下路面车辙的计算方法及影响规律

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Based on vehicle dynamic loading, the rut calculation method is put forward, the influence law of pavement rut is obtained, and the rutting prediction for the test road was performed by employing this method. The results indicated that there is little difference between calculated rutting value and the real one of the test roads, and the maximum error is 9 %. Moreover, their deformation shapes of rutting are almost the same as a whole. Therefore, the proposed rutting calculation method is feasible for the very complex problem of rutting calculation. The influence law of pavement rut under dynamic load was studied by using this method. The results showed that high temperature, heavy load, and slow speed have important effects on rutting damage of asphalt pavement. Under heavy loads, with the temperature higher than 50℃, the repetition times of axle load more than 10~6, and the tire pressure higher than 0.9 MPa, the rutting depth of pavement will increase dramatically. In addition, when the vehicle velocity is smaller than 40 km/h, the rutting depth of pavement will also increase obviously with the loading duration increasing (i.e., with the vehicle velocity reducing). At the early stage of the loading process, the rutting depth of pavement increases rapidly, and as the loading time passes by, the growth rate of rutting depth gradually slows down, and finally rutting depth approaches to a fixed value. Furthermore, high modulus asphalt concrete applied in the middle course can significantly enhance the anti-rutting performance of asphalt pavement, and the anti-rutting ability of asphalt pavement can also be improved by increasing the thickness of the semi-rigid bottom layer of the base and of the surface course properly, especially of the upper layer of the surface course.
机译:基于车辆的动态载荷,提出了车辙的计算方法,得出了路面车辙的影响规律,并通过该方法对试验道路的车辙进行了预测。结果表明,计算的车辙值与真实的一条测试路之间差异很小,最大误差为9%。而且,它们的车辙的变形形状总体上几乎相同。因此,提出的车辙计算方法对于非常复杂的车辙计算问题是可行的。利用该方法研究了路面车辙在动荷载作用下的影响规律。结果表明,高温,重载和慢速对沥青路面的车辙损伤具有重要影响。在重载下,温度高于50℃,轴重重复次数大于10〜6,胎压大于0.9 MPa,路面车辙深度将急剧增加。此外,当车速小于40 km / h时,路面车辙的深度也将随着装载时间的增加而明显增加(即,随着车速的降低)。在加载过程的早期,人行道的车辙深度会迅速增加,并且随着加载时间的流逝,车辙深度的增长速度会逐渐减慢,最终车辙深度会接近固定值。此外,在中层使用高模量沥青混凝土可显着提高沥青路面的抗车辙性能,并且还可通过增加基础的半刚性底层的厚度来提高沥青路面的抗车辙性能以及表面层,特别是表面层的上层。

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