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34248588959
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Implementing the mechanistic-empirical pavement design guide
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Iowa Highway Research Board, Ames
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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.
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Technical Report. CTRE Project 03-166
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Coree, B.1
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2
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85173190283
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Guide for mechanistic-empirical design of new and rehabilitated pavement structures
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TRB, National Research Council, Washington, D.C
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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.
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NCHRP Final Report, Project 1-37A
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4
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85173182761
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Cost-effective procedure for characterizing roadbed soil for the M-E PDG
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Sapporo, Japan
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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.
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Proc., 6th ICPT
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5
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85173155575
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Laboratory subgrade resilient modulus design values for Michigan
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Presented at Washington D.C.
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Sessions, C. P., G. Y. Baladi, T. A. Dawson, and S. W. Haider. Laboratory Subgrade Resilient Modulus Design Values for Michigan. Presented at 88th Annual Meeting of the Transportation Research Board, Washington D.C., 2009.
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88th Annual Meeting of the Transportation Research Board
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Sessions, C.P.1
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Dawson, T.A.3
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7
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85173161839
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Repeated load triaxial testing state of the art
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Michigan State University, East Lansing
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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.
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(1997)
Final Report. Research Grant 75-1679
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Young, M.A.1
Baladi, G.Y.2
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8
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0026836097
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Laboratory versus nondestructive testing for pavement design
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Houston, W. N., M. S. Mamlouck, and R. W. S. Perera. Laboratory Versus Nondestructive Testing for Pavement Design. Journal of Transportation Engineers, Vol.118, No.2, 1992, pp. 207-222.
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Houston, W.N.1
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9
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0005239433
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Backcalculation of pavement layer moduli thicknesses and stiff layer depth using a modified newton method
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(H. L. Von Quintus, A. J. Bush III, and G. Y. Baladi, eds.). ASTM STP 1198. ASTM, Philadelphia
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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.
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Nondestructive Testing of Pavements and Backcalculation of Moduli
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Harichandran, R.S.1
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10
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0003691410
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FHWARD-94-177. FHWA, U.S. Department of Transportation
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Smith, K. D., H. T. Yu, M. J. Wade, D. G. Peshkin, and M. I. Darter. Performance of Concrete Pavement. Vol.I-Field Investigation. FHWARD- 94-177. FHWA, U.S. Department of Transportation, 1997.
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Performance of Concrete Pavement. Vol. I-Field Investigation
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Smith, K.D.1
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Wade, M.J.3
Peshkin, D.G.4
Darter, M.I.5
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