Rutting and Fatigue Performance Evaluation of Qingchuan Rock Modified Asphalt Mixture
Author(s): |
Li Limin
He Zhaoyi Liu Weidong Hu Cheng Liu Yang |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | The Open Construction and Building Technology Journal, December 2016, n. 1, v. 10 |
Page(s): | 511-523 |
DOI: | 10.2174/1874836801610010450 |
Abstract: |
To solve the problem of rutting and fatigue damage to asphalt pavement, rutting and fatigue performances of Qingchuan rock asphalt modified asphalt were studied, based on the dynamic shear rheometer test, the dynamic creep test, the rutting test, the indirect tensile fatigue test, the small-sized acceleration loading test, the compressive resilient modulus test, the BISAR3.0 Program and the rutting calculation method based on dynamic finite element method. The results indicate that Qingchuan rock asphalt modifier can obviously improve the anti-fatigue performance and anti-rutting performance of asphalt pavement. Taking the anti-rutting performance and the raw-material price of asphalt into consideration, a rock asphalt optimum content ranging from 5% to 8% is suggested. Qingchuan rock asphalt is a good modifier to solve the rutting and the fatigue damage of asphalt pavement. |
Copyright: | © 2016 Li Limin, He Zhaoyi, Liu Weidong, Hu Cheng, Liu Yang |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10381126 - Published on:
22/11/2019 - Last updated on:
02/06/2021