Linear Viscoelastic Modeling for Hot-Poured Crack Sealants at Low Temperature

Author:

Al-Qadi Imad L.123,Dessouky Samer123,Yang Shih-Hsien123

Affiliation:

1. Founder Professor of Engineering, Illinois Center for Transportation; and, Director, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., MC-250, Urbana, IL 61801.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78249.

3. Project Engineer, Nichols Consulting Engineers, 501 Canal Boulevard, Suite I, Richmond, CA 94804.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Al-Qadi I. L. Loulizi A. Aref S. Masson J. -F. and McGhee K. (2005). “Modification of bending beam rheometer specimen for low-temperature evaluation of bituminous crack sealants.” Transportation Research Record. 1933 Transportation Research Board National Research Council Washington D.C. 97–106.

2. Al-Qadi I. L. Masson J. -F. Loulizi A. Collins P. McGhee K. Woods J. and Bundalo-Perc S. (2003). “Long-term aging and low- temperature testing.” Internal Report No. B5508.5 of Crack Sealant Consortium Virginia Polytechnic Institute and State Univ. Blacksburg Va.

3. Al-Qadi I. L. Yang S. Elseifi M. Masson J. -F. and McGhee K. (2006). “Specifications of bituminous-based crack sealants using modified bending beam rheometer.” Paper Presented at the 85th Annual Meeting of the Transportation Research Board National Research Council Washington D.C.

4. Development of crack sealant bending beam rheometer (CSBBR) testing to characterize hot-poured bituminous crack sealant at low temperature;Al-Qadi I. L.;Journal of the Association of Asphalt Paving Technologists,2007

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