1 |
Khanal, P.P. and Mamlouk, M.S. (1995). Tensile versus Compressive Moduli of Asphalt Concrete, 74th Annual Meeting, Transportation Research Board, Washington, D.C.
|
2 |
Kim, N. (1994). Development of Performance Prediction Models for Asphalt Concrete Layers, Ph.D. Dissertation, North Carolina State University, Raleigh, North Carolina.
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3 |
Kim, Y.R. and Lee, Y.C. (1992). Characterization of Damage Growth in Asphalt Concrete, Final Report Submitted to Texas A&M Research Foundation, Department of Civil Engineering, North Carolina State University
|
4 |
Monismith, C.L. and Secor, K.E. (1962). Viscoelastic Behavior of Asphalt Concrete Pavements, Proceedings International Conference on the Structural Design of Asphalt Pavements, Ann Arbor, MI
|
5 |
Harvey, J. (1990), Asphalt Concrete Specimen Preparation Protocol, SHRP Asphalt Project A-003A, Version 2.0, University of California at Berkeley
|
6 |
Pister, K.S. and Westman, R.A. (1962). Analysis of Viscoelastic Pavements Subjected to Moving Loads, Proceedings International Conference on the Structural Design of Asphalt Pavements, Ann Arbor, MI
|
7 |
Kim, N. and Im, J .S. (1996). Factors Influencing Resilient Modulus of Asphalt- Aggregate Mixture, Journal of Korean Society of Civil Engineers, Vol.16, No.III-2, pp 121-129
|
8 |
Harvey, J., Sousa, J.B., Deacon, J.A., and Monismith, C.L. (1991). Effect of Sample Preparation and Air-Void Measurement on Asphalt Concrete Properties, 70th Annual Meeting, Transportation Research Board, Washing, D.C.
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9 |
Kim, N. (1999). Multi-Laboratory Validation Study on Resilient Modulus of Asphalt Concrete using SHRP LG Device, Journal of Korean Society of Civil Engineers, Vol.3, No.1, pp. 47-55
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