Comparison of Thermal Stresses Calculated from Asphalt Binder and Asphalt Mixture Creep Tests-Reference-Cited by-同舟云学术

Comparison of Thermal Stresses Calculated from Asphalt Binder and Asphalt Mixture Creep Tests

Published:2013-08 Issue:8 Volume:25 Page:1059-1067
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Moon K. H.¹,Marasteanu M. O.²,Turos M.³

Affiliation:

1. Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Dr. S. E., Minneapolis, MN 55455; and Senior Researcher, Samsung Construction and Technology Corporation, 6th Floor, Daeryung Gangnam Tower 826-20, Yeoksam 1-Dong Gangnam-Gu, Seoul 135-935, South Korea (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Dr. S. E., Minneapolis, MN 55455.

3. Scientist, Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Dr. S. E., Minneapolis, MN 55455.

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.1943-5533.0000651

Reference14 articles.

1. AASHTO. (2002). “Standard specification for performance graded (PG) asphalt binder.” AASHTO provisional standards MP1a-02 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.” Standard specifications for transportation materials and methods of sampling and testing Part 2B: Tests T322-03 22nd Ed. Washington DC.

3. AASHTO. (2005). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” Standard specifications for transportation materials and methods of sampling and testing T313-05 25th Ed. Washington DC.

4. AASHTO. (2008). “Mechanistic-empirical pavement design guide interim edition: A manual of practice.” American Association of State Highway and Transportation Officials (AASHTO) Washington DC.

5. Anderson D. A. and Marasteanu M. O. (1999). “Physical hardening of asphalt binders relative to their glass transition temperatures.” Transportation Research Record 1661 Transportation Research Board Washington DC 27–34.

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