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Volumn , Issue 2057, 2008, Pages 107-113

Backcalculation of dynamic modulus from resilient modulus of asphalt concrete with an artificial neural network

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT CONCRETE; CONCRETE MIXTURES; DATA HANDLING; MIXTURES; NEURAL NETWORKS; PAVEMENTS;

EID: 56749096919     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2057-13     Document Type: Article
Times cited : (23)

References (12)
  • 4
    • 17444431967 scopus 로고    scopus 로고
    • Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures
    • ARA, Inc, ERES Consultants Division, Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C
    • ARA, Inc., ERES Consultants Division. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. www.trb.org/mepdg/guide.htm.
    • (2004)
  • 6
    • 38849201087 scopus 로고    scopus 로고
    • Predicting the Resilient Modulus of Asphalt Concrete from the Dynamic Modulus
    • Transportation Research Board of the National Academies. Washington, D.C
    • Lacroix, A., A. A. M. Khandan, and Y. R. Kim. Predicting the Resilient Modulus of Asphalt Concrete from the Dynamic Modulus. In Transportation Research Record: Journal of the Transportation Research Board, No. 2001, Transportation Research Board of the National Academies. Washington, D.C., 2007, pp. 132-140.
    • (2007) Transportation Research Record: Journal of the Transportation Research Board, No. 2001 , pp. 132-140
    • Lacroix, A.1    Khandan, A.A.M.2    Kim, Y.R.3
  • 7
    • 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
    • Hondros, G.1
  • 8
    • 0036934285 scopus 로고    scopus 로고
    • New Relationships Between Falling Weight Deflectorneter Deflections and Asphalt Pavement Layer Condition Indicators
    • Transportation Research Board of the National Academies, Washington, D.C
    • Xu, B., R. S. Ranjithan. and Y. R. Kim. New Relationships Between Falling Weight Deflectorneter Deflections and Asphalt Pavement Layer Condition Indicators. In Transportation Research Record: Journal of the Transportation Research Board, No. 1806, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 48-56.
    • (2002) Transportation Research Record: Journal of the Transportation Research Board, No. 1806 , pp. 48-56
    • Xu, B.1    Ranjithan, R.S.2    Kim, Y.R.3
  • 9
  • 11
    • 38849195575 scopus 로고    scopus 로고
    • New Predictive Models for the Viscosity and Complex Shear Modulus of Asphalt Binders: For Use with Mechanistic-Empirical Pavement Design Guide
    • Transportation Research Board of the National Academies, Washington, D.C
    • Bari, J., and M. W. Witczak. New Predictive Models for the Viscosity and Complex Shear Modulus of Asphalt Binders: For Use with Mechanistic-Empirical Pavement Design Guide. In Transportation Research Record: journal of the Transportation Research Board, No. 2001, Transportation Research Board of the National Academies, Washington, D.C., 2007 pp. 9-19.
    • (2007) Transportation Research Record: Journal of the Transportation Research Board, No. 2001 , pp. 9-19
    • Bari, J.1    Witczak, M.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.