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Volumn , Issue 2087, 2008, Pages 109-119

Database support for the new mechanistic-empirical pavement design guide

Author keywords

[No Author keywords available]

Indexed keywords

C (PROGRAMMING LANGUAGE); DESIGN; PAVEMENT OVERLAYS;

EID: 63849088928     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2087-12     Document Type: Article
Times cited : (11)

References (20)
  • 1
    • 17444431967 scopus 로고    scopus 로고
    • Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures
    • NCHRP Project 1-37A, Final Report, Part 2, Chapter 4. Applied Research Associates, Inc, ERES Consultants Division, Champaign, Ill
    • Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. NCHRP Project 1-37A, Final Report, Part 2, Chapter 4. Applied Research Associates, Inc., ERES Consultants Division, Champaign, Ill., 2004.
    • (2004)
  • 3
    • 33144461651 scopus 로고    scopus 로고
    • Estimating the Sensitivity of Design Input Variables for Rigid Pavement Analysis with a Mechanistic-Empirical Design Guide
    • Transportation Research Board of the National Academies, Washington, D.C
    • Hall, K. D., and S. Beam. Estimating the Sensitivity of Design Input Variables for Rigid Pavement Analysis with a Mechanistic-Empirical Design Guide. In Transportation Research Record: Journal of the Transportation Research Board, No. 1919, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 65-73.
    • (2005) Transportation Research Record: Journal of the Transportation Research Board, No. 1919 , pp. 65-73
    • Hall, K.D.1    Beam, S.2
  • 4
    • 34248588959 scopus 로고    scopus 로고
    • Implementing the Mechanistic- Empirical Pavement Design Guide
    • Technical Report IHRB Project TR-509, Iowa State University, Ames
    • Coree, B., H. Ceylan, and D. Harrington. Implementing the Mechanistic- Empirical Pavement Design Guide: Technical Report (IHRB Project TR-509). Iowa State University, Ames, 2005.
    • (2005)
    • Coree, B.1    Ceylan, H.2    Harrington, D.3
  • 7
    • 85173191018 scopus 로고    scopus 로고
    • National Water Information System Web Interface: USGS Water Data for Arkansas. U.S. Geological Survey, Reston, Va. nwis.waterdata.usgs. gov/ar/nwis/nwis. Accessed Feb. 2007.
    • National Water Information System Web Interface: USGS Water Data for Arkansas. U.S. Geological Survey, Reston, Va. nwis.waterdata.usgs. gov/ar/nwis/nwis. Accessed Feb. 2007.
  • 9
    • 0003726458 scopus 로고    scopus 로고
    • FHWA, U.S. Department of Transportation
    • Traffic Monitoring Guide. FHWA, U.S. Department of Transportation, 2001.
    • (2001) Traffic Monitoring Guide
  • 14
    • 85173166247 scopus 로고    scopus 로고
    • Elliott, R. P., S. I. Thornton, K. Y. Foo, et al. Resilient Properties of Arkansas Subgrades. Report FHWA/AR-89/. FHWA, U.S. Department of Transportation, 1988.
    • Elliott, R. P., S. I. Thornton, K. Y. Foo, et al. Resilient Properties of Arkansas Subgrades. Report FHWA/AR-89/. FHWA, U.S. Department of Transportation, 1988.
  • 15
    • 63849344351 scopus 로고    scopus 로고
    • Permanent Deformation of Subgrade Soils, Phase II: Repeated Load Testing of Four Soils
    • Final Report. Report MBTC FR-1089. National Technical Information Service, Springfield, Va
    • Elliott, R. P., N. Dennis, and Y. Qiu. Permanent Deformation of Subgrade Soils, Phase II: Repeated Load Testing of Four Soils. Final Report. Report MBTC FR-1089. National Technical Information Service, Springfield, Va., 1999.
    • (1999)
    • Elliott, R.P.1    Dennis, N.2    Qiu, Y.3
  • 16
    • 85173175528 scopus 로고    scopus 로고
    • Estimating Subgrade Resilient Modulus for Pavement Design. Report MBTC-2007. Mack-Blackwell Rural Transportation Center, University of Arkansas, Fayetteville. www.mackblackwell.org/web/research/ http://www.mackblackwell.org/ web/research/ ALL-RESEARCH-PROJECTS/2000s/2007-dennis/2007Schwarz.html. Accessed May 2007.
    • Estimating Subgrade Resilient Modulus for Pavement Design. Report MBTC-2007. Mack-Blackwell Rural Transportation Center, University of Arkansas, Fayetteville. www.mackblackwell.org/web/research/ http://www.mackblackwell.org/ web/research/ ALL-RESEARCH-PROJECTS/2000s/2007-dennis/2007Schwarz.html. Accessed May 2007.
  • 17
    • 85173155882 scopus 로고    scopus 로고
    • Correlations for Resilient Modulus of Sub-Grade Soils. Report MBTC FR-2032. Mack-Blackwell Rural Transportation Center, University of Arkansas, Fayetteville. www.mackblackwell.org/web/research/ http://www.mackblackwell.org/ web/research/ ALL-RESEARCH-PROJECTS/2000s/2032/MBTC%20%202032.htm. Accessed May 2007.
    • Correlations for Resilient Modulus of Sub-Grade Soils. Report MBTC FR-2032. Mack-Blackwell Rural Transportation Center, University of Arkansas, Fayetteville. www.mackblackwell.org/web/research/ http://www.mackblackwell.org/ web/research/ ALL-RESEARCH-PROJECTS/2000s/2032/MBTC%20%202032.htm. Accessed May 2007.
  • 18
    • 85173169060 scopus 로고    scopus 로고
    • Zhao, Y., and N. D. Dennis, Jr. Development of a Simplified Mechanistic-Empirical Design Procedure for Low-Flexible Roads. In Transportation Research Record: Journal of the Transportation Research Board, No. 1989, TRB, National Research Council, Washington, D.C., 2007, pp. 130-137.
    • Zhao, Y., and N. D. Dennis, Jr. Development of a Simplified Mechanistic-Empirical Design Procedure for Low-Volume Flexible Roads. In Transportation Research Record: Journal of the Transportation Research Board, No. 1989, TRB, National Research Council, Washington, D.C., 2007, pp. 130-137.
  • 19
    • 85173140215 scopus 로고    scopus 로고
    • Online: Engineering Corp, Columbia, Md, Accessed May 2007, www.ltppproducts.com/DataPave/index.asp
    • LTPP Datapave Online: Engineering Corp., Columbia, Md. www.ltppproducts http://www.ltppproducts. com/DataPave/index.asp. Accessed May 2007.
    • Datapave, L.T.P.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.