Li Limin, Guo Enping, Lin Yuliang, He Zhaoyi
School of Civil and Environmental Engineering, Hunan University of Science and Engineering, Yongzhou 425199, China.
Schools of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel). 2023 Nov 10;16(22):7122. doi: 10.3390/ma16227122.
To solve the durability of flexible base asphalt pavement, especially its anti-rutting problem, a design method on durable asphalt pavement of flexible base on anti-rutting performance was put forward in the paper, based on many experiments and calculations. Firstly, a method that asphalt could be selected according to penetration and the anti-rutting factor of its base asphalt was found, which solved the problem of the asphalt selection of the flexible base asphalt mixture design. Meanwhile, a method of skeleton-density structure gradation design was proposed based on the fractal void ratio of coarse aggregate, fractal volume of fine aggregate in coarse aggregate, penetration, fractal dimension of gradation particle size, and rutting tests, which effectively solved in advance the rutting and fatigue performance of flexible base asphalt mixtures. Then, on the basis of the fatigue damage, a calculation method of fatigue life was suggested, which solved the problem that the fatigue damage of asphalt mixtures rarely considered the combined effects of creep damage and fatigue damage. In addition, a calculation method of rutting was formulated based on vehicle dynamic load and ANSYS 16.0 software. Lastly, the feasibility of the design method on durable asphalt pavement of flexible base on anti-rutting performance was verified combining with the real engineering of a supporting project and several numerical calculations and tests.
为解决柔性基层沥青路面的耐久性问题,尤其是其抗车辙问题,本文在大量试验和计算的基础上,提出了一种基于抗车辙性能的柔性基层耐久性沥青路面设计方法。首先,找到了一种根据针入度及其基层沥青的抗车辙因子来选择沥青的方法,解决了柔性基层沥青混合料设计中沥青选择的问题。同时,基于粗集料的分形空隙率、粗集料中细集料的分形体积、针入度、级配粒径的分形维数以及车辙试验,提出了一种骨架密实结构级配设计方法,有效提前解决了柔性基层沥青混合料的车辙和疲劳性能问题。然后,在疲劳损伤的基础上,提出了疲劳寿命的计算方法,解决了沥青混合料疲劳损伤很少考虑蠕变损伤和疲劳损伤综合作用的问题。此外,基于车辆动载和ANSYS 16.0软件制定了车辙计算方法。最后,结合某配套工程的实际工程以及若干数值计算和试验,验证了基于抗车辙性能的柔性基层耐久性沥青路面设计方法的可行性。