메뉴 건너뛰기




Volumn 20, Issue 4, 1997, Pages 373-382

Determining a Pavement Modulus from Portable FWD Testing

Author keywords

Deflection; Falling weight deflectometer; Nondestructive testing; Overlay design; Pavement evaluation; Pavement moduli; Pavement testing

Indexed keywords


EID: 0642270975     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj10404j     Document Type: Article
Times cited : (7)

References (10)
  • 1
    • 0004048514 scopus 로고
    • AASHTO, Washington, DC
    • American Association of State Transportation & Highways Officials (1993), "AASHTO Guide for Design of Pavement Structures," AASHTO, Washington, DC.
    • (1993) AASHTO Guide for Design of Pavement Structures
  • 2
    • 83455187621 scopus 로고
    • AASHTO Direct Structural Capacity Method Error
    • ASCE, New York
    • Baus, R. L. and Johnson, A. M., 1992, "AASHTO Direct Structural Capacity Method Error," Journal of Transportation Engineering, Vol, 118, No. 1, ASCE, New York.
    • (1992) Journal of Transportation Engineering , vol.118 , Issue.1
    • Baus, R.L.1    Johnson, A.M.2
  • 5
    • 0004025945 scopus 로고
    • Chapman & Hall, University and Professional Division, London, England
    • Craig, R. F., 1992, Soil Mechanics, 5th ed., Chapman & Hall, University and Professional Division, London, England.
    • (1992) Soil Mechanics, 5th Ed.
    • Craig, R.F.1
  • 10
    • 0018997064 scopus 로고
    • Thickness Design of Flexible Pavements with Different Layer Structures
    • Uzan, J., Livneh, M., and Ishai, I., 1980, "Thickness Design of Flexible Pavements with Different Layer Structures," Journal of Australian Road Research Board, Vol. 10, No. 1.
    • (1980) Journal of Australian Road Research Board , vol.10 , Issue.1
    • Uzan, J.1    Livneh, M.2    Ishai, I.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.