Deflection response models for cracked rigid pavements

Journal of Transportation Engineering

Volumn 123, Issue 5, 1997, Pages 377-384

  Vepa, T S ^a   George, K P ^b,c  

^a UNIVERSITY OF MISSISSIPPI   (United States)

^b The University of Mississippi   (United States)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0142009411     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1997)123:5(377)     Document Type: Article

References (31)

1. "AASHO road test." (1962). Rep. 5, Pavement Res., Spec. Rep. 61E, American Association of State Highway Officials, Washington, D.C.
2. ABAQUS finite element computer program. (1989). Hibbit, Karlsson, and Sorenson Inc., Pawtucket, R.I.
3. Allen, G. E., and Packard, R. G. (1987). New PCA thickness design for concrete highway and street pavements. Roads and Transportation Association of Canada, Ottawa, Canada.
4. Bitumen structures analysis in roads (BISAR). (1972). Koninlilijke/Shell-Laboratory, Amsterdam, The Netherlands.
5. Britto, A. M., and Gunn, M. J. (1987). Critical state soil mechanics via finite elements. John Wiley & Sons, Inc., New York, N.Y.
6. Chou, Y. T. (1980). "Structural analysis computer program for rigid multicomponent pavement structures with discontinuities, Wesliquid and Weslayer." Tech. Rep. GL-80, U.S. Army Waterways Experiment Station, Vicksburg, Miss.
7. Connor, W. S., and Young, S. (1961). "Fractional factorial designs for experiments with factors at two and three levels." National Bureau of Standards, Applied Mathematics Series, Washington, D.C., Vol. 58.
8. Cost allocation study, final report. (1984). Federal Highway Administration (FHWA), Washington, D.C.
9. Darter, M. I. (1977). "Design of zero-maintenance plain jointed concrete pavement." Rep. No. FHWA-RD-77-111, Federal Highway Administration, Washington, D.C.
10. Drucker, D. C., and Prager, W. (1952). "Soil mechanics and plastic analysis or limit design." Quarterly of Appl. Mathematics, 10, 152-165.
11. Finney, E. A., and Oehler, L. T. (1959). "Final report on design project, Michigan Road Test." Proc., Highway Research Board, Washington, D.C., Vol. 38.
12. FWD data for test sections in South Dakota. (1993). Dynatest Consulting Inc., Ojai, Calif.
13. Hoffman, M. S., and Thompson, M. R. (1981). "Nondestructive testing of flexible pavements - field testing program summary." Rep. Transp. Engrg., Ser. 31, Illinois Cooperative Hwy. and Transp. Res. Program, Ser. 188, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
14. Hoffman, M. S., and Thompson, M R. (1982). "Comparative study of selected nondestructive testing devices." Transp. Res. Rec. 852, Transportation Research Board, National Research Council, Washington, D.C.
15. Huang, Y. H., and Wang, S. T. (1978). "Finite element analysis of concrete slabs and its implication for rigid pavement design." Hwy. Res. Rec. No. 466, Highway Research Board, National Research Council, Washington, D.C.
16. Hudson, W. R., and Matlock, H. (1966). "Analysis of discontinuous orthotropic pavement slabs subjected to combined loads." Hwy. Res. Rec. No. 131, Highway Research Board, National Research Council, Washington, D.C.
17. John, A. (1993). An introduction to the mechanics of soils and foundations. McGraw-Hill Inc., International Series in Civil Engineering, New York, N.Y.
18. Larralde, J. (1985). "Structural analysis of rigid pavements with pumping." Final Rep., FHWA Contract No. DTFH61-82-C-00035, Federal Highway Administration (FHWA), Washington, D.C.
19. Ledesma, R. H. (1988). "Vehicle-guideway, interaction on rigid airport pavement with discontinuities," MS thesis, The Univ. of Oklahoma, Norman, Okla.
20. Mallela, J., and George, K. P. (1994). "Three dimensional dynamic response model for rigid pavements." Transp. Res. Rec. No. 1448, Transportation Research Board, National Research Council, Washington, D.C.
21. Neiss, R. A. (1980). "Pavement evaluation and overlay design using vibratory nondestructive testing and layered elastic theory, vol. I: development of procedures. Rep. No. FAA-RD-77-189-I, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
22. Parry, R. H. (ed.) (1972). Stress-strain behavior of soils. G. T. Foulis and Co., Henley, England.
23. Raja, Z. I., and Synder, M. B. (1991). "Factors affecting deterioration of transverse cracks in jointed reinforced concrete pavements." Transp. Res. Rec. No. 1307, Transportation Research Board, National Research Council, Washington, D.C.
24. Schofield, A., and Worth, C. P. (1968). Critical state soil mechanics. McGraw-Hill Inc., New York, N.Y.
25. Seebaly, B. E., Mamlouk, M. S., and Davies, T. G. (1986). "Dynamic analysis of falling weight deflectometer data." Transp. Res. Rec. No. 1070, Transportation Research Board, National Research Council, Washington, D.C.
26. Tabatabie, A. M., and Barenberg, E. J. (1978). "Finite element analysis of jointed or cracked concrete pavements." Transp. Res. Rec. No. 671, Transportation Research Board, National Research Council, Washington, D.C.
27. Ulliditz, P. (1987). ELCON: evaluation of layer moduli and overlay design (Elmod for concrete). Dynatest Engineering A/S, Denmark.
28. Vepa, S. T. (1995). "Dynamic response of a cracked plain jointed concrete pavement using a three dimensional finite element model," MS thesis, Dept. of Civ. Engrg., The Univ. Mississippi, University, Miss.
29. Zaghloul, S., and White, T. D. (1993a). "Use of three dimensional-dynamic finite element program for analysis of flexible pavements." Rep. Presented at the 72nd Annu. Meeting, Transportation Research Board, National Research Council, Washington, D.C.
30. Zaghloul, S., and White, T. D. (1993b). "Nonlinear dynamic analysis of concrete pavements." Concrete pavement design and rehabilitation. Purdue University, Lafayette, Ind., Vol. 1.
31. Zaghloul, S., White, T. D., Drnevich, V. P., and Coree, B. (1994). "Dynamic analysis of FWD loading and pavement response using a three-dimensional finite element program." Nondestructive testing of pavements and backcalculation of moduli; ASTM STP 1198, ASTM, West Conshohocken, Pa., Vol. 2.