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Volumn , Issue 2153, 2010, Pages 13-23

Integration of mechanistic-empirical pavement design guide distresses with local performance indices

Author keywords

[No Author keywords available]

Indexed keywords

DECISION MAKING; DESIGN; HIGHWAY PLANNING; OPTIMAL SYSTEMS;

EID: 78651341029     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2153-02     Document Type: Article
Times cited : (9)

References (16)
  • 1
    • 76149115527 scopus 로고    scopus 로고
    • Mechanistic-empirical modeling in network-level pavement management
    • Transportation Research Board of the National Academies, Washington, D.C.
    • Schram, S. A., and M. A. Abdelrahman. Mechanistic-Empirical Modeling in Network-Level Pavement Management. In Transportation Research Record: Journal of the Transportation Research Board, No. 2093, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 76-83.
    • (2009) Transportation Research Record: Journal of the Transportation Research Board, No. 2093 , pp. 76-83
    • Schram, S.A.1    Abdelrahman, M.A.2
  • 6
    • 84871074041 scopus 로고    scopus 로고
    • Nebraska Department of Roads, Lincoln, Jan.
    • Pavement Condition Survey Manual. Nebraska Department of Roads, Lincoln, Jan. 2003.
    • (2003) Pavement Condition Survey Manual
  • 8
    • 33751429427 scopus 로고    scopus 로고
    • Improving prediction accuracy in mechanistic-empirical pavement design
    • Transportation Research Board of the National Academies, Washington, D.C.
    • Schram, S., and M. Abdelrahman. Improving Prediction Accuracy in Mechanistic-Empirical Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1947, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 59-68.
    • (2005) Transportation Research Record: Journal of the Transportation Research Board, No. 1947 , pp. 59-68
    • Schram, S.1    Abdelrahman, M.2
  • 9
    • 33644798714 scopus 로고    scopus 로고
    • Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP Project 1-37A. Inter Team Technical Report, Sept.
    • Kaloush, K. E., and M. W. Witczak. Development of a Permanent to Elastic Strain Ratio Model for Asphalt Mixtures. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP Project 1-37A. Inter Team Technical Report, Sept. 2000.
    • (2000) Development of A Permanent to Elastic Strain Ratio Model for Asphalt Mixtures
    • Kaloush, K.E.1    Witczak, M.W.2
  • 10
    • 0004098111 scopus 로고    scopus 로고
    • (2nd ed.). Prentice Hall, Englewood Cliffs, N.J.
    • Huang, Y. H. Pavement Analysis and Design (2nd ed.). Prentice Hall, Englewood Cliffs, N.J., 2004.
    • (2004) Pavement Analysis and Design
    • Huang, Y.H.1
  • 11
    • 0003793272 scopus 로고    scopus 로고
    • Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Interim Team Technical Report. Department of Civil Engineering, University of Maryland, College Park
    • Andrei, D., M. Witczak, and M. Mirza. Development of Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Interim Team Technical Report. Department of Civil Engineering, University of Maryland, College Park, 1999.
    • (1999) Development of Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures
    • Andrei, D.1    Witczak, M.2    Mirza, M.3
  • 13
    • 85173166678 scopus 로고    scopus 로고
    • Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures NCHRP 1-37A. Inter Team Technical Report
    • Ayres, M., Jr. Unbound Material Rut Model Modification. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Inter Team Technical Report, 2002.
    • (2002) Unbound Material Rut Model Modification
    • Ayres Jr., M.1
  • 14
    • 84891471751 scopus 로고    scopus 로고
    • Appendix GG-1: Calibration of permanent deformation models for flexible pavements
    • Final report, NCHRP Project 1-37A, Washington, D.C. Accessed Sept. 2004
    • Witczak, M. W., and M. M. El-Basyouny. Appendix GG-1: Calibration of Permanent Deformation Models for Flexible Pavements. In 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. http://www. trb.org/mepdg/guide.htm. Accessed Sept. 2004.
    • (2004) Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures
    • Witczak, M.W.1    El-Basyouny, M.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.