Relationships among rate-dependent stiffnesses of asphalt concrete using laboratory and field test methods

Transportation Research Record

Volumn , Issue 1630, 1998, Pages 3-9

  Daniel, Jo Sias ^a   Kim, Y Richard ^a  

^a North Carolina State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANELASTIC RELAXATION; ASPHALT PAVEMENTS; CREEP; ELASTIC MODULI; NONDESTRUCTIVE EXAMINATION; SURFACE WAVES; VISCOELASTICITY;

ASPHALT CONCRETE; COMPLEX MODULUS; CREEP COMPLIANCE; FALLING WEIGHT DEFLECTOMETER; FIELD TEST METHOD; IMPACT RESONANCE; LABORATORY TEST METHOD; SURFACE WAVE;

STIFFNESS;

EID: 0032155762     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1630-01     Document Type: Article

References (8)

1. Kim, Y. R., Y. C. Lee, and H. J. Lee. Correspondence Principle for Characterization of Asphalt Concrete. Journal of Materials in Civil Engineering, ASCE, Vol. 7, No. 1, Feb. 1995, pp. 59-68.
2. Carino, N. Methods for Monitoring Concrete Properties at Early Ages: An Overview. Presented at the Annual Convention of the American Concrete Institute, March 1992.
3. Whitmoyer, S., and Y. R. Kim. Determining Asphalt Concrete Properties via the Impact Resonance Method. Journal of Testing and Evaluation, Vol. 22, No. 2, March 1994, pp. 139-148.
4. McGonnagle, W. J. Nondestructive Testing. McGraw-Hill, New York, 1961.
5. Kim, Y. In-Situ Evaluation of Microcrack Damage and Healing of Asphalt Concrete Pavements Using Stress Wave Test. Ph.D. dissertation. North Carolina State University, Raleigh, 1997.
6. Katzke, E. D. Non Destructive Evaluation of Asphalt Concrete Surface Layers using Stress Wave Testing. M.S. thesis. North Carolina State University, Raleigh, 1997.
7. Kim, Y. R., and Y. C. Lee. Interrelationships Among Stiffnesses of Asphalt-Aggregate Mixtures. Journal of the Association of Asphalt Paving Technologists, Vol. 64, 1995, pp. 575-609.
8. Christensen, R. M. Theory of Viscoelasticity: An Introduction. Academic Press, New York, 1982.