Rutting Prediction Model of Asphalt Mixture Based on the Triaxial Repeated Load Test

6Citations
Citations of this article
7Readers
Mendeley users who have this article in their library.

This article is free to access.

Abstract

This study establishes a more reasonable and effective rutting prediction model called the quadratic modified Burgers rheological model by considering dynamic loads. Use ABAQUS to simulate the rutting depths through the existing Burgers model and the quadratic modified model and compare with the measured values of the multitemperature and load rutting tests and triaxial repeated load tests. The real tests were conducted on four asphalt mixtures, including SK-90 asphalt mixture, styrene-butadiene-styrene (SBS) modified asphalt mixture, direct coal liquefaction residue (DCLR) modified asphalt mixture, and compound DCLR modified asphalt mixture. The results showed that the range of error ratio and residual sum of squares between simulated and measured rutting depth based on the two different models are 5-35%/5.0-8.74% and 3-15%/0.9-3.1%, respectively, which show that the quadratic modified Burgers rheological model has a more accurate prediction.

Cite

CITATION STYLE

APA

Ji, J., Chen, M., Suo, Z., Wei, J., Wang, J., & Chen, L. (2021). Rutting Prediction Model of Asphalt Mixture Based on the Triaxial Repeated Load Test. Advances in Civil Engineering, 2021. https://doi.org/10.1155/2021/5238680

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free