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Volumn , Issue 1375, 1999, Pages 514-530

Flexible pavement condition evaluation using deflection basin parameters and dynamic finite element analysis implemented by artificial neural networks

Author keywords

AREA; Artificial neural network (ANN); Backcalculation; Base damage index; Deflection basin parameter; FWD; Layer moduli; Pavements; Shape factor

Indexed keywords


EID: 0039523636     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (8)

References (14)
  • 1
    • 0039041010 scopus 로고
    • Effect of depth to Bedrock on deflection basins obtained with dynaflect and falling weight deflectometer tests
    • TRB, National Research Council, Washington, D.C.
    • Chang, D-W., Kang, Y. V., Roesset, J. M., and Stokoe, K. H. II, 1992, "Effect of Depth to Bedrock on Deflection Basins Obtained with Dynaflect and Falling Weight Deflectometer Tests," Transportation Research Record 1355, TRB, National Research Council, Washington, D.C., pp. 8-16.
    • (1992) Transportation Research Record 1355 , pp. 8-16
    • Chang, D.-W.1    Kang, Y.V.2    Roesset, J.M.3    Stokoe K.H. II4
  • 2
    • 0029332864 scopus 로고
    • Assessment of computer programs for analysis of flexible pavement structure
    • TRB, National Research Council, Washington, D.C.
    • Chen, D-H., Zaman, M., Laguros, J., and Soltani, A., 1995, "Assessment of Computer Programs for Analysis of Flexible Pavement Structure," Transportation Research Record 1482, TRB, National Research Council, Washington, D.C., pp. 123-133.
    • (1995) Transportation Research Record 1482 , pp. 123-133
    • Chen, D.-H.1    Zaman, M.2    Laguros, J.3    Soltani, A.4
  • 4
    • 0039039560 scopus 로고
    • Univ. of Illinois at UrbanaChampaign, Transportation Engineering Series 32, Illinois Cooperative Highway and Transportation Research Program Series 188
    • Hoffman, M. S. and Thompson, M. R., 1981, Mechanistic Interpretation of Nondestructive Pavement Testing Deflections, Univ. of Illinois at UrbanaChampaign, Transportation Engineering Series 32, Illinois Cooperative Highway and Transportation Research Program Series 188.
    • (1981) Mechanistic Interpretation of Nondestructive Pavement Testing Deflections
    • Hoffman, M.S.1    Thompson, M.R.2
  • 5
    • 0040818132 scopus 로고
    • Interpretation of backcalculated layer moduli of crack-and-seat pavement from falling weight deflectometer data
    • TRB, National Research Council, Washington, D.C.
    • Hossain, M. and Scofield, L. A., 1992, "Interpretation of Backcalculated Layer Moduli of Crack-and-Seat Pavement from Falling Weight Deflectometer Data," Transportation Research Record 1377, TRB, National Research Council, Washington, D.C., pp. 167-171.
    • (1992) Transportation Research Record 1377 , pp. 167-171
    • Hossain, M.1    Scofield, L.A.2
  • 6
    • 0012439959 scopus 로고
    • Nondestructive testing with falling weight deflectometer on whole and broken asphalt concrete pavements
    • TRB, National Research Council, Washington, D.C.
    • Jung, F. W. and Stolle, D. F. E., 1992, "Nondestructive Testing with Falling Weight Deflectometer on Whole and Broken Asphalt Concrete Pavements," Transportation Research Record 1377, TRB, National Research Council, Washington, D.C., pp. 183-192.
    • (1992) Transportation Research Record 1377 , pp. 183-192
    • Jung, F.W.1    Stolle, D.F.E.2
  • 8
    • 0029332925 scopus 로고
    • Three-dimensional finite element model for analysis of concrete pavement support
    • TRB, National Research Council, Washington, D.C.
    • Kuo, C-M., Hall, K. T., and Darter, M. I., 1995, "Three-Dimensional Finite Element Model for Analysis of Concrete Pavement Support," Transportation Research Record 1505, TRB, National Research Council, Washington, D.C., pp. 119-127.
    • (1995) Transportation Research Record 1505 , pp. 119-127
    • Kuo, C.-M.1    Hall, K.T.2    Darter, M.I.3
  • 10
    • 0032207872 scopus 로고    scopus 로고
    • Dynamic analysis-based approach to determine flexible pavement layer moduli using deflection basin parameters
    • TRB, National Research Council, Washington, D.C.
    • Lee, Y-C., Kim Y. R., and Ranjithan, S. R., 1998, "Dynamic Analysis-Based Approach to Determine Flexible Pavement Layer Moduli Using Deflection Basin Parameters," Transportation Research Record 1639, TRB, National Research Council, Washington, D.C., pp. 36-42.
    • (1998) Transportation Research Record 1639 , pp. 36-42
    • Lee, Y.-C.1    Kim, Y.R.2    Ranjithan, S.R.3
  • 11
    • 0028532349 scopus 로고
    • Three-dimensional dynamic response model for rigid pavements
    • TRB, National Research Council, Washington, D.C.
    • Mallela, J. and George K. P., 1994, "Three-Dimensional Dynamic Response Model for Rigid Pavements," Transportation Research Record 1448, TRB, National Research Council, Washington, D.C., pp. 92-99.
    • (1994) Transportation Research Record 1448 , pp. 92-99
    • Mallela, J.1    George, K.P.2
  • 12
    • 0029332260 scopus 로고
    • Three-dimensional finite-element analysis of jointed concrete pavement with discontinuities
    • TRB, National Research Council, Washington, D.C.
    • Uddin, W., Hackett, R. B., Joseph, A., Pan, Z., and Crawley, A. B., 1995, "Three-Dimensional Finite-Element Analysis of Jointed Concrete Pavement with Discontinuities," Transportation Research Record 1482, TRB, National Research Council, Washington, D.C., pp. 26-32.
    • (1995) Transportation Research Record 1482 , pp. 26-32
    • Uddin, W.1    Hackett, R.B.2    Joseph, A.3    Pan, Z.4    Crawley, A.B.5
  • 13
    • 0027886225 scopus 로고
    • Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement
    • TRB, National Research Council, Washington, D.C.
    • Zaghloul, S. M. and White, T. D., 1993, "Use of a Three-Dimensional, Dynamic Finite Element Program for Analysis of Flexible Pavement," Transportation Research Record 1388, TRB, National Research Council, Washington, D.C., pp. 60-69.
    • (1993) Transportation Research Record 1388 , pp. 60-69
    • Zaghloul, S.M.1    White, T.D.2
  • 14
    • 0028754576 scopus 로고
    • Evaluation of heavy load damage effect on concrete pavements using three-dimensional, nonlinear dynamic analysis
    • TRB, National Research Council, Washington, D.C.
    • Zaghloul, S. M., White, T. D., and Kuczek, T., 1994, "Evaluation of Heavy Load Damage Effect on Concrete Pavements Using Three-Dimensional, Nonlinear Dynamic Analysis," Transportation Research Record 1449, TRB, National Research Council, Washington, D.C., pp. 123-133.
    • (1994) Transportation Research Record 1449 , pp. 123-133
    • Zaghloul, S.M.1    White, T.D.2    Kuczek, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.