Effects of Temperature and Pressure on Hot Mixed Asphalt Compaction: Field and Laboratory Study

Author:

Delgadillo Rodrigo12,Bahia Hussain U.12

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, The Univ. of Wisconsin–Madison, 2210 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706; and, Academic Instructor, Dept. de Obras Civiles, Univ. Técnica Federico Santa Maria, Chile. E-mail: radelgadillo@wisc.edu

2. Professor, Dept. of Civil and Environmental Engineering, The Univ. of Wisconsin–Madison, 3350 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706. E-mail: bahia@engr.wisc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. Bahia H. U. Hanson D. I. Zeng M. Zhai H. Khatri M. A. and Anderson R. M. (2001). “Characterization of modified asphalt binders in Superpave mix design.” National Cooperative Highway Research Program Rep. No. NCHRP 459 National Academy Press Washington D.C.

2. Blankenship P. Mahboub K. and Huber G. (1995). “Rational method for laboratory compaction of hot mix asphalt.” Transportation Research Record. 1454 Transportation Research Board National Research Council Washington D.C. 144–153.

3. Cho D. W. Bahia H. U. and Kamel N. (2005). “Critical evaluation of use of the procedure of superpave volumetric mixture design for modified binders.” Transportation Research Record. 1929 Transportation Research Board National Research Council Washington D.C. 114–125.

4. Cominsky R. J. Huber G. A. Kennedy T. W. and Anderson R. M. (1994). “The superpave mix design manual for new construction and overlays.” Strategic Highway Research Program Rep. No. SHRP-A-407 Washington D.C.

5. Parameters to define the laboratory compaction temperature range of hot mix asphalt;DeSombre R.;Asph. Paving Technol.,1998

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