Effect of Modification on Fracture Failure and Thermal-Volumetric Properties of Asphalt Binders
Author:
Affiliation:
1. Visiting Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706.
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%290899-1561%282009%2921%3A5%28198%29
Reference12 articles.
1. Anderson K. O. Christison J. T. Bai B. Q. Johnston C. D. Quinn T. and McCullough D. (1998). “Temperature and thermal contraction measurements as related to the development of low temperature cracking on the Lamont test road.” Proc. 43rd Annual Conf. of Canadian Technical Asphalt Association Vol. 43 16–47.
2. Bahia H. U. (1991). “Low-temperature isothermal physical hardening of asphalt cements.” Ph.D. thesis Pennsylvania State Univ. University Park Pa.
3. Bahia H. U. and Zhai H. (1999). “Critical properties of modified binders: Summary of results from HCHRP 9-10 project.” Transportation Research Board Washington D.C. (CD-ROM).
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