Assessing variability of in situ pavement material stiffness moduli

Journal of Transportation Engineering

Volumn 127, Issue 1, 2001, Pages 74-81

  Collop, Andrew C ^a   Armitage, Robert J ^b   Thom, Nicholas H ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

^b Scott Wilson Pavement Engineering   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SOFTWARE; CONSTRUCTION; DEFLECTION (STRUCTURES); ELASTIC MODULI; MECHANICAL TESTING; PAVEMENTS; STATISTICAL METHODS; STIFFNESS;

FALLING WEIGHT DEFLECTOMETER; PAVEMENT CONSTRUCTION; PAVEMENT MATERIAL; STIFFNESS MODULI;

ROADBUILDING MATERIALS;

EID: 0035147939     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2001)127:1(74)     Document Type: Article

References (17)

1. Bendat, J. S., and Piersol, A. G. (1971). Random data: Analysis and measurement procedures, Wiley, New York.
2. Bonnaure, F., Gest, G., Gravois, A., and Ugé, P. (1980). A new method of predicting the stiffness modulus of asphalt paving mixtures, Association of Asphalt Paving Technologists, 46, St. Paul, Minn., 64-104.
3. Brown, S. F., Brunton, J. M., and Stock, A. F. (1985). The analytical design of bituminous pavements, Institution of Civil Engineers, London, 2(79), 1-31.
4. Brown, S. F., Tam, W. S., and Brunton, J. M. (1986). "Development of an analytical method for the structural evaluation of pavements." 2nd Int. Conf. on Bearing Capacity of Roads and Airfields, WDM, Bristol, U.K., 1, 267-276.
5. Brown, S. F., Tam, W. S., and Brunton, J. M. (1987). "Structural evaluation and overlay design: Analysis and implementation." 6th Int. Conf. on Struct. Des. of Asphalt Pavements, International Society for Asphalt Pavements, St. Paul, Minn., 1, 1013-1028.
6. Collop, A. C., and Cebon, D. (1996). "Stiffness reductions of flexible pavements due to cumulative fatigue damage." J. Transp. Engrg., ASCE, 122(2), 131-139.
7. de Almeida, J. R., Brown, S. F., and Thom, H. H. (1994). "A pavement evaluation procedure incorporating material non-linearity." Non destructive testing of pavements and back calculation of moduli, ASTM STP 1198(2), Philadelphia, 218-232.
8. Hardy, M. S. A. (1990). "The response of flexible pavements to dynamic tire forces." PhD thesis, University of Cambridge, England.
9. Harrichandran, R. S., Mahmood, T., Raab, A. R., and Baladi, G. Y. (1994). "Backcalculation of pavement layer moduli, thickness and stiff layer depth using a modified Newton method." ASTM Spec. Tech. Publ. 1198, Philadelphia, 68-82.
10. Hoyinck, W. T., Van de Loo, J. M. M., Mulderiji, J., and Wegmeetdienst, R. K. (1992). "Comparative tests of FWD and Lacroix-deflectograph." 7th Int. Conf. on Asphalt Pavements, International Society for Asphalt Pavements, St. Paul, Minn., 3, 179-193.
11. Maestas, J. M., and Mamlouk, M. S. (1991). "Comparison of pavement deflection analysis methods using overlay design." Transp. Res. Rec. 1377, Transportation Research Board, Washington, D.C., 17-25.
12. Powell, W. D., Potter, J. F., Mayhew, H. C., and Nunn, M. E. (1984). "The structural design of bituminous roads." TRRL Lab. Rep. 1132, Transportation Research Laboratory, Crowthorne, U.K.
13. Rauhut, J. B., and Jordahl, P. R. (1992). "Variability in measured deflections and backcalculated moduli for the Strategic Highway Research Program Southern Region." Transp. Res. Rec. 1377, Transportation Research Board, Washington, D.C., 45-56.
14. Sebaaly, P. E., Tabatanee, N., and Scullion, T. (1991). "Comparison of backcalculated moduli from falling weight deflectometer and truck loading." Transp. Res. Rec. 1377, Transportation Research Board, Washington, D.C., 17-25.
15. Siddharthan, R., Sebaaly, P. E., and Javaregowda, M. (1991). "Influence of statistical variation in falling weight deflectometers on pavement analysis." Transp. Res. Rec. 1377, Transportation Research Board, Washington, D.C., 57-66.
16. Sorenson, A., and Hayven, M. (1982). "The Dynatest 8000 falling weight deflectometer test system." Int. Symp. on Bearing Capacity of Roads and Airfields, Norwegian University of Science and Technology, Trondhiem, Norway, 1, 464-470.
17. Tam, W. S., and Brown, S. F. (1989). "Back-analysed elastic stiffnesses: Comparison between different evaluation procedures." Non-destructive testing of pavements and back-calculation of moduli, ASTM STP 1026, 189-200.