Rutting and Fatigue Performance Evaluation of Qingchuan Rock Modified Asphalt Mixture
Li Limin1, *, He Zhaoyi2, Liu Weidong1, Hu Cheng2, Liu Yang2
Identifiers and Pagination:Year: 2016
First Page: 511
Last Page: 523
Publisher Id: TOBCTJ-10-511
Article History:Received Date: 8/12/2015
Revision Received Date: 18/08/2016
Acceptance Date: 20/08/2016
Electronic publication date: 23/09/2016
Collection year: 2016
open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.
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.