Quantifying laboratory compaction effects on the internal structure of asphalt concrete

Transportation Research Record

Volumn , Issue 1681, 1999, Pages 179-185

  Masad, Eyad ^a   Muhunthan, B ^a   Shashidhar, Naga ^b   Harman, Thomas ^b  

^a Washington State University   (United States)

^b Federal Highway Administration Virginia Division   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BITUMINOUS PAVING MATERIALS; COMPACTION; COMPUTER AIDED ANALYSIS; CONCRETE PAVEMENTS; IMAGE ANALYSIS; MIXTURES; ROADBUILDING MATERIALS; SURFACE STRUCTURE;

ASPHALT CONCRETE MIXTURES; GYRATORY COMPACTOR; LINEAR KNEADING COMPACTOR;

ASPHALT PAVEMENTS;

EID: 0033333118     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1681-21     Document Type: Article

References (15)

1. Button, J. W., D. N. Little, V. Jagadam, and O. J. Pendleton. Correlation of Selected Laboratory Compaction Methods with Field Compaction. In Transportation Research Record 1454, TRB, National Research Council, Washington, D.C., 1994, pp. 193-201.
2. Harvey, J., and C. L. Monismith. Effects of Laboratory Asphalt Concrete Specimen Preparation Variables on Fatigue and Permanent Deformation Test Results Using Strategic Highway Research Program A-003A Proposed Testing Equipment. In Transportation Research Record 1417, TRB, National Research Council, Washington, D.C., 1993, pp. 38-48.
3. Consuegra, A., D. N. Little, H. Von Quintus, and J. Burati. Comparative Evaluation of Laboratory Compaction Devices Based on Their Ability to Produce Mixtures with Engineering Properties Similar to Those Produced in the Field. In Transportation Research Record 1228, TRB, National Research Council, Washington, D.C., 1989, pp. 80-87.
4. Sousa, J. B., J. Harvey, L. Painter, J. A. Deacon, and C. L. Monismith. Evaluation of Laboratory Procedures for Compacting Asphalt-Aggregate Mixtures. Report SHRP-A-UWP-91-523, Strategic Highway Research Program, National Research Council, Washington, D.C., 1991.
5. Yue, Z. Q., W. Bekking, and I. Morin. Application of Digital Image Processing to Quantitative Study of Asphalt Concrete Microstructure. In Transportation Research Record 1492, TRB, National Research Council, Washington, D.C., 1995, pp. 53-60.
6. Oda, M. Initial Fabric and Their Relations to Mechanical Properties of Granular Material. Soils and Foundations, Vol. 12, No. 1, 1972, pp. 17-36.
7. Oda, M. The Mechanism of Fabric Changes During Compressional Deformation of Sand. Soils and Foundations, Vol. 12, No. 2, 1972, pp. 1-8.
8. Oda, M. Co-Ordination Number and Its Relation to Shear Strength of Granular Material. Soils and Foundations, Vol. 17, No. 2, 1977, pp. 29-42.
9. Eriksen, K., and V. Wegan. Optical Methods for the Evaluation of Asphalt Concrete and Polymer-Modified Bituminous Binders, Danish Road Institute, Note 244, 1993.
10. Underwood, E. E. Quantitative Stereology. Addison-Wesley Publishing Company, 1970.
11. UTHSCSA. Image Tool: Image Analysis Program. Department of Dental Diagnostic Science at the University of Texas Health Science Center, San Antonio, 1997.
12. Russ, J. C. The Image Processing Handbook. CRC Press, Boca Raton, Fla., 1995.
13. Pixera. Pixera Visual Communication Suite for Windows 85. Pixera Corp., Calif., 1997.
14. Curray, J. R. Analysis of Two Dimensional Orientation Data. Journal of Geology, Vol. 64, 1956, pp. 117-131.
15. Masad, E. A. Permeability Simulation of Reconstructed Anisotropic Soil Medium, Ph.D. dissertation. Washington State University, Pullman, 1998.