Effect of Recycled Asphalt Pavement on Thermal Cracking Resistance of Hot-Mix Asphalt

Author:

Solanki Pranshoo1,Zaman Musharraf2,Adje David3,Hossain Zahid4

Affiliation:

1. Assistant Professor, Dept. of Technology, Illinois State Univ., Normal, IL 61790 (corresponding author).

2. David Ross Boyd Professor and Aaron Alexander Professor of Civil Engineering, Professor of Petroleum and Geological Engineering, and Associate Dean for Research and Graduate Programs, College of Engineering, Univ. of Oklahoma, Norman, OK 73019.

3. Geotechnical Engineer Intern, Burgess Engineering & Testing, Inc., 809 NW 34th St., Moore, OK 73160; formerly, Graduate Research Assistant, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

4. Assistant Professor of Civil Engineering, Arkansas State Univ., Jonesboro, AR 72467; formerly, Research Associate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference18 articles.

1. AASHTO. (1994). “Standard test method for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device.” TP 9 Washington DC.

2. AASHTO. (2003). “Standard method of test for determining the creep compliance and strength of hot-mix asphalt (HMA) using the indirect tensile test device.” T 322 Washington DC.

3. AASHTO. (2004a). “AASHTO Mechanistic-Empirical Pavement Design Guide.” NCHRP Rep. 1-37A Transportation Research Board Washington DC.

4. AASHTO. (2004b). “Standard specification for superpave volumetric mix design.” M 323 Washington DC.

5. Behnia B. Dave E. V. Admed S. Buttlar W. G. and Reis H. (2011). “Investigation of effects of the recycled asphalt pavement (RAP) amounts on low temperature cracking performance of asphalt mixtures using acoustic emissions (AE).” Transportation Research Record 2208 Transportation Research Board Washington DC 64–71.

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