Correlating the asphalt-binder high-temperature properties (DSR) to HMA permanent deformation (RLPD) and field rutting: A laboratory-field study

Author:

Walubita Lubinda F.,Mahmoud Enad,Fuentes Luis,Prakoso Adrianus,Lee Sang I.,Souliman MenaORCID,Komba Julius J.ORCID

Funder

Texas Department of Transportation

Federal Highway Administration

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Comparing different rutting specification parameters using high temperature characteristics of rubber-modified asphalt binders;Hajikarimi;Road Mater. Pavement Des.,2015

2. Evaluation of wheel tracking and field rutting susceptibility of dense bituminous mixes;Radhakrishnan;Road Mater. Pavement Des.,2017

3. Evaluation of asphalt binder rutting parameters;Radhakrishnan;Constr. Build. Mater.,2018

4. L.F. Walubita, G. Das, E. Espinoza, J. Oh, T. Scullion, S.I. Lee, J.L. Garibay, S. Nazarian, I. Abdallah, Texas Flexible Pavements and Overlays: Year 1 Report - Test Sections, Data Collection, Analyses, and Data Storage System. Technical Report: FHWA/TX-12/0-6658-1, Texas Transportation Institute, Texas A&M University, College Station, TX 77843-3155, 2012.

5. L.F. Walubita, S.I. Lee, J. Zhang, A.N. Faruk, S. Nguyen, T. Scullion, HMA Shear Resistance, Permanent Deformation, and Rutting Tests for Texas Mixes: Year-1 Report. Technical Report: FHWA/TX-13/0-6744-1, Texas A&M Transportation Institute, College Station, Texas 77843-3135, 2014.

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