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Volumn , Issue 2094, 2009, Pages 71-78

Backcalculated and laboratory-measured resilient modulus values

Author keywords

[No Author keywords available]

Indexed keywords

LABORATORIES; NONDESTRUCTIVE EXAMINATION; PAVEMENTS; SOIL TESTING;

EID: 75449106387     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2094-08     Document Type: Article
Times cited : (16)

References (12)
  • 1
    • 34248588959 scopus 로고    scopus 로고
    • Implementing the mechanistic-empirical pavement design guide
    • Iowa Highway Research Board, Ames
    • Coree, B., H. Ceylan, and D. Harrington. Implementing the Mechanistic- Empirical Pavement Design Guide. Technical report. CTRE Project 03-166. Iowa Highway Research Board, Ames, 2005.
    • (2005) Technical Report. CTRE Project 03-166
    • Coree, B.1    Ceylan, H.2    Harrington, D.3
  • 2
    • 85173190283 scopus 로고    scopus 로고
    • Guide for mechanistic-empirical design of new and rehabilitated pavement structures
    • TRB, National Research Council, Washington, D.C
    • Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. NCHRP Final Report, Project 1-37A. TRB, National Research Council, Washington, D.C., 2004.
    • (2004) NCHRP Final Report, Project 1-37A
  • 4
    • 85173182761 scopus 로고    scopus 로고
    • Cost-effective procedure for characterizing roadbed soil for the M-E PDG
    • Sapporo, Japan
    • Sessions, C. P., T. A. Dawson, G. Y. Baladi, and S. W. Haider. Cost- Effective Procedure for Characterizing Roadbed Soil for the M-E PDG. Proc., 6th ICPT, Sapporo, Japan, 2008.
    • (2008) Proc., 6th ICPT
    • Sessions, C.P.1    Dawson, T.A.2    Baladi, G.Y.3    Haider, S.W.4
  • 7
    • 85173161839 scopus 로고    scopus 로고
    • Repeated load triaxial testing state of the art
    • Michigan State University, East Lansing
    • Young, M. A., and G. Y. Baladi. Repeated Load Triaxial Testing State of the Art. Final report. Research Grant 75-1679. Michigan State University, East Lansing, 1997.
    • (1997) Final Report. Research Grant 75-1679
    • Young, M.A.1    Baladi, G.Y.2
  • 9
    • 0005239433 scopus 로고
    • Backcalculation of pavement layer moduli thicknesses and stiff layer depth using a modified newton method
    • (H. L. Von Quintus, A. J. Bush III, and G. Y. Baladi, eds.). ASTM STP 1198. ASTM, Philadelphia
    • Harichandran, R. S., T. Mahmood, A. R. Raab, and G. Y. Baladi. Backcalculation of Pavement Layer Moduli, Thicknesses and Stiff Layer Depth Using a Modified Newton Method. Nondestructive Testing of Pavements and Backcalculation of Moduli, Vol.II, (H. L. Von Quintus, A. J. Bush III, and G. Y. Baladi, eds.). ASTM STP 1198. ASTM, Philadelphia, 1994.
    • (1994) Nondestructive Testing of Pavements and Backcalculation of Moduli , vol.2
    • Harichandran, R.S.1    Mahmood, T.2    Raab, A.R.3    Baladi, G.Y.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.