Characterization of Air Void Distribution in Asphalt Mixes using X-ray Computed Tomography

Author:

Masad E.1,Jandhyala V. K.2,Dasgupta N.3,Somadevan N.4,Shashidhar N.5

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164.

2. Associate Professor, Program in Statistics, Washington State Univ., Pullman, WA 99164.

3. Assistant Professor, Program in Statistics, Washington State Univ., Pullman, WA 99164.

4. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164.

5. Material Scientist, Turner-Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1993). “MP2-95: Specifications for Superpave volumetric mix design.” Standard specifications for transportation materials and methods of sampling and testing Washington D.C.

2. Bonaquist R. F. (1992). “Pavement testing facility—Phase I final report.” Rep. No. FHWA-RD-92-121 Federal Highway Administration McLean Va.

3. Consuegra A. Little D. N. Quintus H. V. and Burati J. (1989). “Comparative evaluation of laboratory compaction devices based on their ability to produce mixtures with engineering properties similar to those produced in the field.” Transportation Research Record 1228 Transportation Research Board Washington D.C. 80–87.

4. Three-dimensional quantitative textural analysis of metamorphic rocks using high-resolution computed X-ray tomography: Part I. Methods and techniques

5. Dennis M. J. (1997). “Industrial computed tomography.” General Electric NDE Systems and Services.

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