Closed-form back-calculation of rigid-pavement parameters

Journal of Transportation Engineering

Volumn 122, Issue 1, 1996, Pages 5-11

  Shuo, Li ^a   Fwa, T F ^a,b   Tan, K H ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b Nat Univ at Singapore ^*

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0004598892     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1996)122:1(5)     Document Type: Article

References (15)

1. Bush, A. J., and Alexander, D. R. (1985). "Pavement evaluation using deflection basin measurements and layered theory." Transp. Res. Rec. 1022, Transp. Res. Board, Washington, D.C., 16-28.
2. Huang, Y. H. (1993). Pavement analysis and design. Prentice-Hall, Englewood Cliffs, N.J.
3. Ioannides, A. M., Barenberg, E. J., and Lary, J. A. (1989). "Interpretation of falling weight deflectometer results using principles of dimensional analysis." Proc. 4th Int. Conf. on Concrete Pavement Design and Rehabilitation, Purdue Univ., West Lafayette, Ind., 231-247.
4. Irwin, L. H., Yang, S. W., and Stubstad, R. N. (1989). "Deflection reading accuracy and layer thickness accuracy in backcalculation of pavement layer moduli." Special Technical Publication STP1026, ASTM, Philadelphia, Pa., 229-244.
5. John, H. M. (1992). Numerical Methods. 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
6. Losberg, A. (1960). Structurally reinforced concrete pavements. Doktorsavhandlingar Vid Chalmers Tekniska Högskola, Göteborg, Sweden.
7. Lytton, R. L. (1989). "Backcalculation of pavement layer properties." Special Technical Publication STP 1026, ASTM, Philadelphia, Pa., 7-40.
8. Pane, V. (1975). Theories of elastic plates. Noordhoff International Publishing, Leyden, Czechoslovakia.
9. Pronk, A. C. (1988). "Interpretation problems and reliability of falling weight deflection (FWD) measurements on three layer systems." Proc., Association of Asphalt Paving Technologists, Williamsburg, Va., 57, 502-518.
10. Stolle, D., and Hein, D. (1989). "Parameter estimate of pavement structure layers and uniqueness of the solution." Special Technical Publication STP 1026, ASTM, Philadelphia, Pa., 313-322.
11. Thickness design for concrete highway and street pavements. (1984). Portland Cement Assoc., Skokie, Ill.
12. Uzan, J., Scullion, T., Michalek, C. H., and Lytton, R. L. (1988). "A microcomputer based procedure for backcalculating layer moduli from FWD data." Res. Rep. 1123-1, Texas Transp. Inst., College Station, Tex.
13. Van Cauwelaert, F. J., Alexander, D. R., White, T. D., and Baker, W. R. (1989). "Multilayer elastic program for backcalculating layer moduli in pavement evaluation." Special Technical Publication STP 1026, ASTM, Philadelphia, Pa., 171-188.
14. Westergaard, H. M. (1939). "Stress in concrete runways of airports." Proc. 19th Annual Meeting, Highway Res. Board, Washington, D.C., 197-202.
15. Zhu, Z. H., Wang, B. G., and Guo, D. Z. (1985). Mechanics of pavements. Press of China's Communications (in Chinese).