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Volumn 1, Issue 1989, 2007, Pages 130-137

Development of a simplified mechanistic-empirical design procedure for low-volume flexible roads

Author keywords

[No Author keywords available]

Indexed keywords

ELASTICITY; GROUND VEHICLES; LOADS (FORCES); MATHEMATICAL MODELS; SOILS; STRUCTURAL DESIGN;

EID: 34547602773     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1989-15     Document Type: Article
Times cited : (4)

References (13)
  • 6
    • 0016451145 scopus 로고
    • Permanent Deformation Characteristics of Subgrade Soils due to Repeated Loading
    • TRB, National Research Council, Washington, D.C
    • Monismith, C. L., N. Ogawa, and C. R. Freeme. Permanent Deformation Characteristics of Subgrade Soils due to Repeated Loading. In Transportation Research Record 537, TRB, National Research Council, Washington, D.C., 1975, pp. 1-17.
    • (1975) Transportation Research Record 537 , pp. 1-17
    • Monismith, C.L.1    Ogawa, N.2    Freeme, C.R.3
  • 7
    • 0030290465 scopus 로고    scopus 로고
    • Determination of Elastic and Plastic Subgrade Soil Parameters for Asphalt Cracking and Rutting Prediction
    • TRB, National Research Council, Washington, D.C
    • Behzadi, G., and W. O. Yandell. Determination of Elastic and Plastic Subgrade Soil Parameters for Asphalt Cracking and Rutting Prediction. In Transportation Research Record 1540, TRB, National Research Council, Washington, D.C., 1996, pp. 97-104.
    • (1996) Transportation Research Record 1540 , pp. 97-104
    • Behzadi, G.1    Yandell, W.O.2
  • 11
    • 7444226980 scopus 로고
    • Resilient Properties of Arkansas Subgrades
    • Report AR-89-004. FHWA, U.S. Department of Transportation
    • Elliott, R. P., S. I. Thornton, K. Y. Foo, K. W. Siew, and R. Woodbridge. Resilient Properties of Arkansas Subgrades. Report AR-89-004. FHWA, U.S. Department of Transportation, 1988.
    • (1988)
    • Elliott, R.P.1    Thornton, S.I.2    Foo, K.Y.3    Siew, K.W.4    Woodbridge, R.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.