Xiaofeng Wang

TL;DR: In this paper, the authors improved the procedure for determining the structural resistance of rubber asphalt pavement by considering the influence of the loading rate for calculating the strength structure coefficient of the rubber asphalt mixture.

TL;DR: In this paper, a unified fatigue characteristics model was developed to reveal the fatigue characteristics of cement-stabilized macadam under various loading modes by developing an unconfined compressive strength test, indirect tensile strength test and four-point bending strength test.

TL;DR: Wang et al. as mentioned in this paper used the model mobile load simulator (MMLS3), which is a small-scale accelerated pavement test device, to evaluate the fatigue life of six kinds of asphalt mixtures.

TL;DR: In this article, the feasibility of modifying the asphalt binder with the waste leather (WL) was analyzed and it was found that the added waste leather increases the elastic component of the asphalt through the dynamic shear rheometer (DSR) test, thus enhancing the high-temperature rheological properties and creep recovery ability of asphalt.

TL;DR: In this paper, the effect of the mixing method and the different loading rates on the strength values of a test sample are analyzed and calculated at a fixed loading rate, and the artificial randomness of the strength parameter in the design of a semi-rigid asphalt pavement structure increases.