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Pavement evaluation using deflection basin measurements and layered theory
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Transportation Research Board, Washington, D.C
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Bush A.J. III1
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2
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In situ pavement moduli from dynaflect deflections
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Transporation Research Board, Washington, D.C
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Husain, S., and George, K. P. (1982). "In situ pavement moduli from dynaflect deflections." Transportation Research Record 852, Transporation Research Board, Washington, D.C.
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Husain, S.1
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3
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0242464501
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Comparison of pavement deflection analysis methods using overlay design
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Transportation Research Board, Washington, D.C
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Maestas, J. M., and Mamlouk, M. S. (1992). "Comparison of pavement deflection analysis methods using overlay design." Transp6ortation Research Record 1377, Transportation Research Board, Washington, D.C., 17-25.
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Maestas, J.M.1
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4
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Layer moduli from deflection measurements: Software selection and development of strategic highway research program procedure for flexible pavements
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Transportation Research Board, Washington, D.C
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Rada, G. R., Richter, C. A., and Stephanos, P. J. (1992). "Layer moduli from deflection measurements: software selection and development of Strategic Highway Research Program procedure for flexible pavements." Transportation Research Record 1377, Transportation Research Board, Washington, D.C.
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Rada, G.R.1
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5
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0242548062
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Variability in measured deflections and backcalculated moduli for the Strategic Highway Research Program-Southern Region
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Transportation Research Board, Washington, D.C
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Rauhut, B. J., and Jordahl, P. R. (1992). "Variability in measured deflections and backcalculated moduli for the Strategic Highway Research Program-Southern Region." Transportation Research Record 1377. Transportation Research Board, Washington, D.C.
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Rauhut, B.J.1
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6
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The use of linear elastic analysis to predict the nonlinear response of pavements
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Roque, R., Romero, P., and Hiltunen, D. R. (1997). "The use of linear elastic analysis to predict the nonlinear response of pavements." Proc., 7th Int. Conf. on Asphalt Pavements, 1-13.
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Roque, R.1
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7
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0029776681
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Prediction by asphalt pavement structural layer moduli using optimized FWD configuration
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Roque, R., Romero, P., Shen, X., and Ruth, B. (1992). "Prediction by asphalt pavement structural layer moduli using optimized FWD configuration." J. Assoc. Asphalt Paving Technol., 64, 278-305.
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Roque, R.1
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8
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Evaluation of pavement in Florida by using falling weight deflectometer
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Transportation Research Board, Washington, D.C
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Sharma, J., and Stubstad, R. N. (1980). "Evaluation of pavement in Florida by using falling weight deflectometer." Transportation Research Record 755. Transportation Research Board, Washington, D.C.
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Sharma, J.1
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10
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Report on the discussion group on backcalculation limitations and further improvements
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Transportation Research Board, Washington, D.C
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Thompson, M. R. (1992). "Report on the discussion group on backcalculation limitations and further improvements." Transportation Research Record 1377, Transportation Research Board, Washington, D.C.
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Thompson, M.R.1
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11
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85166310166
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Multi-layer elastic program for backcalculating layer moduli in pavement evaluation
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A. J. Bush and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa
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Van Cauwelaert, F. J.. Alexander, D. R., White, D. T., and Barker, W. R. (1989). "Multi-layer elastic program for backcalculating layer moduli in pavement evaluation." Nondestructive testing of pavements and backcalculation of moduli, A. J. Bush and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa.
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Nondestructive Testing of Pavements and Backcalculation of Moduli
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Van Cauwelaert, F.J.1
Alexander, D.R.2
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Barker, W.R.4
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