Assessing the impact of volumetric mix-design parameters and compaction levels on rutting performance of asphalt pavements: a comprehensive analysis

Author:

Lee Jong-Sub1,Lee Sang-Yum2,Le Tri Ho Minh3

Affiliation:

1. Pavement R&D Office, Korea Expressway Corporation Research Institute, Gyeonggi-do, South Korea

2. Faculty of Civil Engineering, Induk University, Seoul, Republic of Korea.

3. Faculty of Civil Engineering, Nguyen Tat Thanh University, Ho Chi Minh City, Viet Nam

Publisher

Informa UK Limited

Reference22 articles.

1. Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR);AASHTO T315;ASTM Interanational,2015

2. AASHTO T342-11. (2011). Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures. Standard Specifications for Transportation Materials and Methods of Sampling and Testing.

3. AASHTO T378. (2017). Standard method of test for determining dynamic modulus and flow number for asphalt mixtures using the asphalt mixture performance tester.

4. An incremental model for the prediction of permanent deformation of asphalt concrete in compression;Choi Y.;Transportation Research Record: Journal of the Transportation Research Board,2012

5. A mechanistic permanent deformation model for asphalt concrete in compression;Choi Y. T.;Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions,2013

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