Framework for PMS using mechanistic distress submodels

Journal of Transportation Engineering

Volumn 122, Issue 1, 1996, Pages 29-40

  Chua, David K H ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0012960817     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1996)122:1(29)     Document Type: Article

References (28)

1. Bartell, C., and Kampe, K. (1978). "Development of the California pavement management system. Vol. 1: System description." Rep. No. FHWA-CA-HM-7139-78-03, Caltrans, Sacramento, Calif.
2. Carnahan, J. V. (1988). "Analytical framework for optimizing pavement maintenance." J. Transp. Engrg., ASCE, 114(3), 307-322.
3. Chua, K. H. (1989). "Pavement management system with stochastic mechanistic modeling," PhD thesis, Univ. of California at Berkeley, Calif.
4. Chua, K. H., and Monismith, C. L. (1994). "Mechanistic model for transition probabilities." J. Transp. Engrg., ASCE, 120(1), 144-159.
5. Chua, K. H., Der Kiureghian, A., and Monismith, C. L. (1992). "Stochastic model for pavement design." J. Transp. Engrg., ASCE, 118(6), 769-786.
6. Chua, K. H., Monismith, C. L., and Crandall, K. C. (1993). "Adynamic decision model for pavement management using mechanistic pavement performance submodel." Proc., 72nd Ann. Meeting, Transp. Res. Board, Washington, D.C.
7. Claessen, A. I. M., Edwards, J. M., Sommer, P., and Uge, P. (1977). "Asphalt pavement design - the shell method." Proc., 4th Int. Conf. on the Struct. Des. of Asphalt Pavements; Vol. 1, Univ. of Michigan, Ann Arbor, Mich., 39-74.
8. Crawford, J. E., and Katrona, M. G. (1975). "State-of-the-art for prediction of pavement response." Rep. No. FAA-RD-75-183, U.S. Army Engrs. Wtrwy. Experiment Station, Vicksburg, Miss.
9. Darter, M. I., and Hudson, W. R. (1973). "Probabilistic design concepts applied to flexible pavement system design." Res. Rep. No. CFHR 1-8-69-123-18, Univ. of Texas at Austin, Tex.
10. Ditlevsen, O. (1973). "Structural reliability and the invariance problem." Rep. No. 22, Solid Mech. Div., Univ. of Waterloo, Waterloo, Canada.
11. Epps, J. A., Finn, F. N., and Monismith, C. L. (1981). Pavement management including recycling. Inst. of Transp. Studies Extension Program, Univ. of Calif, at Berkeley, Calif.
12. Feighan, K. J., Shahin, M. Y., Sinha, K. C., and White, T. D. (1989). "Application of dynamic programming and other mathematical techniques to pavement management systems." Transp. Res. Rec. 1200, Transp. Res. Board, Washington, D.C., 90-98.
13. Finn, F., Saraf, C., Kulkarni, R., Nair, K., Smith, W., and Abdullah, A. (1977). "The use of prediction subsystems for the design of pavement structures." Proc., 4th Int. Conf. on the Struct. Des. of Asphalt Pavements; Vol. 1, Univ. of Michigan, Ann Arbor, Mich., 3-38.
14. George, K. P., and Husain, S. (1986). "Thickness design for flexible pavement - a probabilistic approach." Proc., 65th Annu. Meeting, Transp. Res. Board, Washington, D.C.
15. George, K. P., and Nair, S. K. (1982). "Probabilistic fatigue design for flexible pavements." Proc., 5th Int. Conf. on Struct. Des. of Asphalt Pavements. Univ. of Michigan, Ann Arbor, Mich.
16. Irick, P., Hudson, W. R., and McCullough, B. F. (1987). "Application of reliability concepts to pavement design." Proc., 6th Int. Conf. on Struct. Des. of Asphalt Pavements, Univ. of Michigan, Ann Arbor, Mich.
17. Jackson, N. C. (1985). "Operation of the Washington state pavement management system. " Proc., 64th Annu. Meeting, Transp. Res. Board, Washington, D.C.
18. Kulkarni, R. B. (1984). "Dynamic decision model for a pavement management system." Transp. Res. Rec. 997, Transp. Res. Board, Washington, D.C., 11-18.
19. Lytton, R. L., and Zollinger, D. (1993). "Modeling reliability in pavement." Proc., 72nd Annu. Meeting, Transp. Res. Board, Washington, D.C.
20. Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of structural safety. Prentice-Hall, Inc., Englewood Cliffs, N.J.
21. Moavenzadeh, F., and Brademeyer, B. (1977). "A stochastic model for pavement performance and management." Proc., 4th Int. Conf. on Struct. Des. of Asphalt Pavement, Univ. of Michigan, Ann Arbor, Mich.
22. Monismith, C. L., Epps, J. A., Kasianchuk, D. A., and McLean, D. B. (1971). "Asphalt mixture behavior in repeated flexure." Rep. No. TE 70-5, Univ. of Calif. at Berkeley, Calif.
23. Monismith, C. L., and Finn, F. N. (1978). "Recent developments in pavement design and structural rehabilitation." Proc., 9th Australian Roads Res. Board, 9(1), 113-142.
24. Paterson, W. D. O., and Mipenz, (1986). "Prediction of road deterioration for pavement management and policy evaluation." Proc., 13th Australian Roads Res. Board, 13(4).
25. Pell, P. S., and Cooper, K. E. (1975). "The effect of testing and mix variables on the fatigue performance of bituminous materials." Proc., Assoc. of Asphalt Paving Technologists, Vol. 44, 1-37.
26. Santucci, L. E. (1977). "Thickness design procedure for asphalt and emulsified asphalt mixes." Proc., 4th Int. Conf. on Struct. Des. of Asphalt Pavements; Vol. 1, Univ. of Michigan, Ann Arbor, Mich., 424-456.
27. Scullion, T., and Lytton, R. L. (1984). "The development of the RAMS - state cost estimating program." Rep. No. 239-6F, Texas Transp. Inst. of Res.
28. Shahin, M. Y., and Khon, S. D. (1982). "Overview of the PAVER pavement management system." Proc., 61st Ann. Meeting, Transp. Res. Board, Washington, D.C.