메뉴 건너뛰기




Volumn , Issue 2068, 2008, Pages 61-70

Neural network-based approach for analysis of rigid pavement systems using deflection data

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; FORECASTING; NEURAL NETWORKS; PORTLAND CEMENT; SOFTWARE TESTING;

EID: 61349141202     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2068-07     Document Type: Article
Times cited : (21)

References (36)
  • 1
    • 85173178687 scopus 로고    scopus 로고
    • Use of Nondestructive Testing in the Evaluation of Airport Pavements. FAA Advisory Circular No. 150/5370-11A, Office of Airport Safety and Standards, FAA, U.S. Department of Transportation, 2004.
    • Use of Nondestructive Testing in the Evaluation of Airport Pavements. FAA Advisory Circular No. 150/5370-11A, Office of Airport Safety and Standards, FAA, U.S. Department of Transportation, 2004.
  • 3
    • 0025220888 scopus 로고
    • Dimensional Analysis in NDT Rigid Pavement Evaluation
    • Ioannides, A. M. Dimensional Analysis in NDT Rigid Pavement Evaluation. Journal of Transportation Engineering, Vol. 116, No. 1, 1990, pp. 23-36.
    • (1990) Journal of Transportation Engineering , vol.116 , Issue.1 , pp. 23-36
    • Ioannides, A.M.1
  • 4
    • 61349101598 scopus 로고
    • Evaluation of Concrete Pavements Using NDT Results
    • Report No. UILU-ENG-91-2006. Project IHR-512, University of Illinois at Urbana-Champaign and Illinois Department of Transportation, Springfield
    • Barenberg, E. J., and K. A. Petros. Evaluation of Concrete Pavements Using NDT Results. Report No. UILU-ENG-91-2006. Project IHR-512, University of Illinois at Urbana-Champaign and Illinois Department of Transportation, Springfield, 1991.
    • (1991)
    • Barenberg, E.J.1    Petros, K.A.2
  • 5
    • 85173136616 scopus 로고    scopus 로고
    • Ioannides, A. M. Concrete Pavement Backcalculation Using ILLI-BACK 3.0, Nondestructive Testing of Pavements and Backcalculation of Moduli. Nondestructive Testing of Pavements and Backcalculation of Moduli, 2 (A. J. Bush, ed.), STP 1198, ASTM, West Conshohocken, Pa., 1994, pp. 103-124.
    • Ioannides, A. M. Concrete Pavement Backcalculation Using ILLI-BACK 3.0, Nondestructive Testing of Pavements and Backcalculation of Moduli. Nondestructive Testing of Pavements and Backcalculation of Moduli, Vol. 2 (A. J. Bush, ed.), STP 1198, ASTM, West Conshohocken, Pa., 1994, pp. 103-124.
  • 6
    • 85173130286 scopus 로고    scopus 로고
    • Foxworthy, P. T., and M. I. Darter. ILLI-SLAB and FWD Deflection Basins for Characterization of Rigid Pavements. Nondestructive Testing of Pavements and Backcalculation of Moduli (G. Y. Baladi, ed.), STP 1026, ASTM, West Conshohocken, Pa., 1989, pp. 368-386.
    • Foxworthy, P. T., and M. I. Darter. ILLI-SLAB and FWD Deflection Basins for Characterization of Rigid Pavements. Nondestructive Testing of Pavements and Backcalculation of Moduli (G. Y. Baladi, ed.), STP 1026, ASTM, West Conshohocken, Pa., 1989, pp. 368-386.
  • 10
    • 0028532349 scopus 로고
    • Three-Dimensional Dynamic Response Model for Rigid Pavements
    • TRB, National Research Council, Washington, D.C
    • Mallela, J., and K. P. George. Three-Dimensional Dynamic Response Model for Rigid Pavements. In Transportation Research Record 1448, TRB, National Research Council, Washington, D.C., 1994, pp. 100-106.
    • (1994) Transportation Research Record 1448 , pp. 100-106
    • Mallela, J.1    George, K.P.2
  • 11
    • 85173182081 scopus 로고    scopus 로고
    • Darter, M. I., K. T. Hall, and C. Kuo. NCHRP Report 372: Support Under Portland Cement Concrete Pavements. TRB, National Research Council, Washington, D.C., 1995.
    • Darter, M. I., K. T. Hall, and C. Kuo. NCHRP Report 372: Support Under Portland Cement Concrete Pavements. TRB, National Research Council, Washington, D.C., 1995.
  • 12
    • 85173174379 scopus 로고    scopus 로고
    • Kennedy, J. C. Material Nonlinear and Time-Dependent Effects on Pavement Design for Heavyweight, Multi-Wheel Vehicles. Proc., 1st International Symposium on 3D Finite Element for Pavement Analysis and Design, 1998.
    • Kennedy, J. C. Material Nonlinear and Time-Dependent Effects on Pavement Design for Heavyweight, Multi-Wheel Vehicles. Proc., 1st International Symposium on 3D Finite Element for Pavement Analysis and Design, 1998.
  • 13
    • 0018106822 scopus 로고
    • Finite Element Analysis of Jointed or Cracked Concrete Pavements
    • TRB, National Research Council, Washington, D.C
    • Tabatabaie, A. M., and E. J. Barenberg. Finite Element Analysis of Jointed or Cracked Concrete Pavements. In Transportation Research Record 671, TRB, National Research Council, Washington, D.C., 1978, pp. 11-19.
    • (1978) Transportation Research Record 671 , pp. 11-19
    • Tabatabaie, A.M.1    Barenberg, E.J.2
  • 16
    • 0029332265 scopus 로고
    • DIPLOMAT: Analysis Program for Bituminous and Concrete Pavements
    • TRB, National Research Council, Washington, D.C
    • Khazanovich, L., and A. M. Ioannides. DIPLOMAT: Analysis Program for Bituminous and Concrete Pavements. In Transportation Research Record 1482, TRB, National Research Council, Washington, D.C., 1995, pp. 52-60.
    • (1995) Transportation Research Record 1482 , pp. 52-60
    • Khazanovich, L.1    Ioannides, A.M.2
  • 18
    • 33750075092 scopus 로고
    • Structural Analysis Computer Programs for Rigid Multicomponent Pavement Structures with Discontinuities-WESLIQID and WESLAYER
    • Technical Report GL-81-6, Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss, May
    • Chou, Y. T. Structural Analysis Computer Programs for Rigid Multicomponent Pavement Structures with Discontinuities-WESLIQID and WESLAYER. Technical Report GL-81-6, Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., May 1981.
    • (1981)
    • Chou, Y.T.1
  • 19
    • 0020950938 scopus 로고
    • Improved Pavement Joints
    • TRB, National Research Council, Washington, D.C
    • Tayabji, S. D., and B. E. Colley. Improved Pavement Joints. In Transportation Research Record 930, TRB, National Research Council, Washington, D.C., 1983, pp. 69-78.
    • (1983) Transportation Research Record 930 , pp. 69-78
    • Tayabji, S.D.1    Colley, B.E.2
  • 20
    • 61349166935 scopus 로고
    • Field Evaluation of Rigid Pavement Design System-Phase III
    • Final Report, University of Florida, Gainesville, Sept
    • Tia, M., D. Bloomquist, B. E. Ruth, C. L. Wu, B. Choubane, and C. H. Tang. Field Evaluation of Rigid Pavement Design System-Phase III. Final Report, University of Florida, Gainesville, Sept. 1988.
    • (1988)
    • Tia, M.1    Bloomquist, D.2    Ruth, B.E.3    Wu, C.L.4    Choubane, B.5    Tang, C.H.6
  • 22
    • 0032206882 scopus 로고    scopus 로고
    • EverFE: Rigid Pavement Three-Dimensional Finite Element Analysis Tool
    • TRB, National Research Council, Washington, D.C
    • Davids, W. G., G. M. Turkiyyah, and J. P. Mahoney. EverFE: Rigid Pavement Three-Dimensional Finite Element Analysis Tool. In Transportation Research Record 1629, TRB, National Research Council, Washington, D.C., 1998, pp. 41-49.
    • (1998) Transportation Research Record 1629 , pp. 41-49
    • Davids, W.G.1    Turkiyyah, G.M.2    Mahoney, J.P.3
  • 23
    • 0002569686 scopus 로고
    • Stresses in Concrete Pavements Computed by Theoretical Analysis
    • Westergaard, H. M. Stresses in Concrete Pavements Computed by Theoretical Analysis. Public Roads, Vol. 7, 1926, pp. 25-35.
    • (1926) Public Roads , vol.7 , pp. 25-35
    • Westergaard, H.M.1
  • 26
    • 85173177792 scopus 로고    scopus 로고
    • Use of Neural Networks to Develop Robust Backcalculation Algorithms for Nondestructive Evaluation of Flexible Pavement Systems
    • ASME, St. Louis, Mo, Nov
    • Ceylan, H., M. B. Bayrak, and A. Guclu. Use of Neural Networks to Develop Robust Backcalculation Algorithms for Nondestructive Evaluation of Flexible Pavement Systems. Proc., ANNIE Conference: Intelligent Engineering Systems Through Artificial Neural Networks, Vol. 15, ASME, St. Louis, Mo., Nov. 2005, pp. 731-740.
    • (2005) Proc., ANNIE Conference: Intelligent Engineering Systems Through Artificial Neural Networks , vol.15 , pp. 731-740
    • Ceylan, H.1    Bayrak, M.B.2    Guclu, A.3
  • 28
    • 85173143153 scopus 로고    scopus 로고
    • ARA, Inc., ERES Consultants Division. Appendix QQ: Structural Response Models for Rigid Pavements. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., March 2004.
    • ARA, Inc., ERES Consultants Division. Appendix QQ: Structural Response Models for Rigid Pavements. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., March 2004.
  • 29
    • 0023566491 scopus 로고
    • FEACONSIII Computer Program for Analysis of Jointed Concrete Pavements
    • TRB, National Research Council, Washington, D.C
    • Tia, M., J. M. Armaghani, C.-L.Wu,S.Lei, and K. L. Toye.FEACONSIII Computer Program for Analysis of Jointed Concrete Pavements. In Transportation Research Record 1136, TRB, National Research Council, Washington, D.C., 1987, pp. 12-22.
    • (1987) Transportation Research Record 1136 , pp. 12-22
    • Tia, M.1    Armaghani, J.M.2    Wu, C.-L.3    Lei, S.4    Toye, K.L.5
  • 31
    • 0003444646 scopus 로고
    • Learning Integral Representation by Error Propagation
    • MIT Press, Cambridge, Mass
    • Rumelhart, D. E., G. E. Hinton, and R. J. Williams. Learning Integral Representation by Error Propagation. Parallel Distributed Processing, MIT Press, Cambridge, Mass., 1986, pp. 318-362.
    • (1986) Parallel Distributed Processing , pp. 318-362
    • Rumelhart, D.E.1    Hinton, G.E.2    Williams, R.J.3
  • 34
    • 27344437984 scopus 로고    scopus 로고
    • Backcalculation of Full-Depth Asphalt Pavement Layer Moduli Considering Nonlinear Stress-Dependent Subgrade Behavior
    • Ceylan, H., A. Guclu, E. Tutumluer, and M. R. Thompson. Backcalculation of Full-Depth Asphalt Pavement Layer Moduli Considering Nonlinear Stress-Dependent Subgrade Behavior. International Journal of Pavement Engineering, Vol. 6, No 3, 2005, pp. 171-182.
    • (2005) International Journal of Pavement Engineering , vol.6 , Issue.3 , pp. 171-182
    • Ceylan, H.1    Guclu, A.2    Tutumluer, E.3    Thompson, M.R.4
  • 35
    • 0000812499 scopus 로고
    • Structural Evaluation of Base Layers in Concrete Pavement Systems
    • TRB, National Research Council, Washington, D.C
    • Ioannides, A. M., L. Khazanovich, and J. L. Becque. Structural Evaluation of Base Layers in Concrete Pavement Systems. In Transportation Research Record 1370, TRB, National Research Council, Washington, D.C., 1992, pp. 20-28.
    • (1992) Transportation Research Record 1370 , pp. 20-28
    • Ioannides, A.M.1    Khazanovich, L.2    Becque, J.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.