Yanchao Yue

TL;DR: A review of the role of lignin and glass fiber as a modifier in bituminous mixes is presented in this article, where some tests such as the low temperature bending, indirect tensile strength, the wheel loading tracking, Hamburg wheel tracking, Marshall immersion, freezing-thaw splitting, third-point bending fatigue and indirect tensiles fatigue are applied to analyze rutting, low temperature cracking resistance, moisture damage resistance and fatigue resistance of asphalt mixture modified with lignini or glass fiber.

TL;DR: In this article, a tapered polymer fiber sensor (TPFS) is employed to detect the crack of Concrete Beam (CB) and the sensing principle for crack detection is simply described based on V-number theory.

TL;DR: The review indicated that the addition of diatomite increases the high temperature rutting resistance of asphalt mix, but some researchers observed that it has a little improvement on the low temperature performance of asphalt mixes and the optimum amount of di Atomite at 12–14% of asphalt binder can be added into the mix.

TL;DR: In this paper, the authors evaluated the effect of adding lignin fiber and glass fiber to a bituminous mix using three-point bending tests and found that with the addition of 0.30% glass fiber, the asphalt mixtures showed better resistance to thermal cracking, while glass fiber resulted in greater moisture susceptibility.

TL;DR: In this paper, a composite of diatomite and lignin fiber was used to improve the anti-cracking performance and water stability of asphalt pavement by adding a novel composite composite of lignins and diatomites in asphalt mixes.