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Volumn , Issue 2001, 2007, Pages 132-140

Predicting the resilient modulus of asphalt concrete from the dynamic modulus

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT PAVEMENTS; CONCRETE PAVEMENTS; CONCRETES; DATABASE SYSTEMS;

EID: 38849201087     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2001-15     Document Type: Article
Times cited : (16)

References (16)
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    • Witczak, M.W.1
  • 4
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    • Loulizi, A., G. W. Flintsch, I. L. Al-Qadi, andD. Mokarem. Comparing Resilient Modulus and Dynamic Modulus of Hot-Mix Asphalt as Material Properties for Flexible Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1970, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 161-170.
    • Loulizi, A., G. W. Flintsch, I. L. Al-Qadi, andD. Mokarem. Comparing Resilient Modulus and Dynamic Modulus of Hot-Mix Asphalt as Material Properties for Flexible Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1970, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 161-170.
  • 5
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    • Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models
    • Li, Y., and J. B. Metcalf. Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models. Journal of Materials in Civil Engineering, Vol. 17, No. 4, 2005, pp. 407-415.
    • (2005) Journal of Materials in Civil Engineering , vol.17 , Issue.4 , pp. 407-415
    • Li, Y.1    Metcalf, J.B.2
  • 7
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    • Interpretation of Indirect Tension Test Based on Viscoelasticity
    • TRB, National Research Council, Washington, D.C
    • Drescher A., D. E. Newcomb, and W. Zhang. Interpretation of Indirect Tension Test Based on Viscoelasticity. In Transportation Research Record 1590, TRB, National Research Council, Washington, D.C., 1997, pp. 45-52.
    • (1997) Transportation Research Record 1590 , pp. 45-52
    • Drescher, A.1    Newcomb, D.E.2    Zhang, W.3
  • 8
    • 0012379984 scopus 로고    scopus 로고
    • Viscoelastic Analysis of Diametrical Compression of Asphalt Concrete
    • Zhang, W., A. Drescher, and D. E. Newcomb. Viscoelastic Analysis of Diametrical Compression of Asphalt Concrete. Journal of Engineering Mechanics, Vol. 123, 1997, pp. 596-603.
    • (1997) Journal of Engineering Mechanics , vol.123 , pp. 596-603
    • Zhang, W.1    Drescher, A.2    Newcomb, D.E.3
  • 9
    • 0000644545 scopus 로고
    • Evaluation of Poisson's Ratio and the Modulus of Materials of a Low Tensile Resistance by the Brazilian (Indirect Tensile) Test with Particular Reference to Concrete
    • Hondros, G. Evaluation of Poisson's Ratio and the Modulus of Materials of a Low Tensile Resistance by the Brazilian (Indirect Tensile) Test with Particular Reference to Concrete. Australian Journal of Applied Science, Vol. 10, No. 3, 1959, pp. 243-268.
    • (1959) Australian Journal of Applied Science , vol.10 , Issue.3 , pp. 243-268
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  • 10
  • 11
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    • The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode
    • Roque, R., and W. G. Buttlar. The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode. The Journal of the Association of Asphalt Paving Technologists, Vol. 60, 1992, pp. 304-332.
    • (1992) The Journal of the Association of Asphalt Paving Technologists , vol.60 , pp. 304-332
    • Roque, R.1    Buttlar, W.G.2
  • 12
    • 0033117250 scopus 로고    scopus 로고
    • Methods of Interconversion between Linear Viscoelastic Material Functions. Part I-A Numerical Method Based on Prony Series
    • Park, S. W., and R. A. Schapery. Methods of Interconversion between Linear Viscoelastic Material Functions. Part I-A Numerical Method Based on Prony Series. International Journal of Solids and Structures, Vol. 36, 1999, pp. 1653-1675.
    • (1999) International Journal of Solids and Structures , vol.36 , pp. 1653-1675
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  • 13
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    • Fairhurst, C. E., Y. R. Kim, and N. P. Khosla, Resilient Modulus Testing of Asphalt Specimens in Accordance with ASTM D 4123-82. Proc., RILEM 4th International Symposium, Budapest, Hungary, Oct. 1990.
    • Fairhurst, C. E., Y. R. Kim, and N. P. Khosla, Resilient Modulus Testing of Asphalt Specimens in Accordance with ASTM D 4123-82. Proc., RILEM 4th International Symposium, Budapest, Hungary, Oct. 1990.
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    • (1997) Transportation Research Record 1590 , pp. 34-44
    • Mirza, M.W.1    Graul, R.A.2    Groeger, J.L.3    Lopez, A.4
  • 15
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    • Undcrwood, B. S.,Y. R. Kim, and M. N. Guddati. Characterization and Performance Prediction of ALF Mixtures Using a Viscoelastoplastic Continuum Damage Model. Submitted to the Journal of Association of Asphalt Paving Technologists, 75, 2006.
    • Undcrwood, B. S.,Y. R. Kim, and M. N. Guddati. Characterization and Performance Prediction of ALF Mixtures Using a Viscoelastoplastic Continuum Damage Model. Submitted to the Journal of Association of Asphalt Paving Technologists, Vol. 75, 2006.


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