Characterization of HMA Mixtures Containing High Reclaimed Asphalt Pavement Content with Crumb Rubber Additives-Reference-Cited by-同舟云学术

Characterization of HMA Mixtures Containing High Reclaimed Asphalt Pavement Content with Crumb Rubber Additives

Published:2011-11 Issue:11 Volume:23 Page:1560-1568
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mohammad Louay N.¹²³,Cooper Samuel B.¹²³,Elseifi Mostafa A.¹²³

Affiliation:

1. Irma Louise Rush Stewart Distinguished Professor, Dept. of Civil and Environmental Engineering and Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808 (corresponding author).

2. Associate Director, Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3504 Patrick Taylor Hall, Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000359

Reference22 articles.

1. AASHTO. (2000a). “Standard method of test for determining the permanent deformation and fatigue cracking characteristics of hot mix asphalt (HMA) using the simple shear test (SST).” AASHTO TP 7-94 Washington DC.

2. AASHTO. (2000b). “Standard method of test for force ductility test of asphalt materials.” AASHTO T 313 Washington DC.

3. AASHTO. (2000c). “Standard practice for superpave volumetric design for hot mix asphalt (HMA).” AASHTO PP28 Washington DC.

4. AASHTO. (2003). “Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage.” AASHTO T 283-03 Washington DC.

5. AASHTO. (2006). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” AASHTO T 300 Washington DC.

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