Performance-based models for flexible pavement structural overlay design

Journal of Transportation Engineering

Volumn 131, Issue 2, 2005, Pages 149-159

  Abaza, Khaled A ^a  

^a BIRZEIT UNIVERSITY   (Palestine)

Author keywords

Asphalt pavements; Flexible pavements; Life cycle cost; Pavement design; Pavement maintenance; Rehabilitation

Indexed keywords

AXLES; DEFLECTION (STRUCTURES); FLEXIBLE STRUCTURES; GRAVEL; HIGHWAY ENGINEERING; MATHEMATICAL MODELS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; THICKNESS CONTROL;

GRAVEL EQUIVALENT; PERFORMANCE-BASED MODELS; STRENGTH INDICATOR; SURFACE CONDITIONS;

PAVEMENT OVERLAYS;

PAVEMENT;

EID: 12944260414     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2005)131:2(149)     Document Type: Article

References (21)

1. Abaza, K. A. (2002). "Optimum pavement life-cycle analysis model." J. Transp. Eng., 128(6), 542-549.
2. Abaza, K. A., and Abu-Eisheh, S. (2003). "An optimum design approach for flexible pavements." Int. J. Pavement Engineering, 4(1), 1-11.
3. American Association of State Highway and Transportation Officials AASHTO). (1993). AASHTO guide for design of pavement structures, Washington, D.C.
4. Asphalt Institute (AI). (1991). "Thickness design-asphalt pavements for highways and streets." Manual Series No. 1, Lexington, Ky.
5. Asphalt Institute (AI). (1996). "Asphalt overlays for highway and street rehabilitation." Manual Series No. 17, Lexington, Ky.
6. California Department of Transportation (Caltrans). (1995). Highway design manual (HDM), 5th Ed., Sacramento, Calif.
7. Elliott, R. P. (1989). "An examination of the AASHTO remaining life factor." Transportation Research Record 1215, Transportation Research Board, Washington, D.C., 53-59.
8. Federal Highway Administration (FHWA). (1994). "Life-cycle cost analysis-Summary of proceedings-FHWA life cycle cost symposium, searching for solutions." A Policy Discussion Series, No. 12, FHWA, Washington, D.C.
9. Fwa, T. F. (1991). "Remaining-life consideration in pavement overlay design." J. Transp. Eng., 117(6), 585-601.
10. George, K. P., Rajagopal, A. S., and Lim, L. K. (1989). "Models for predicting pavement deterioration." Transportation Research Record 1215, Transportation Research Board, Washington, D.C., 1-7.
11. Gopinath, D., Ben-Akiva, M., and Ramaswamy, R. (1994). "Modeling performance of highway pavement." Transportation Research Record 1449, Transportation Research Board, Washington, D.C., 1-7.
12. Hall, K. T., Darter, M. I., and Elliott, R. P. (1992). "Revision of AASHTO pavement overlay design procedures." Transportation Research Record 1374, Transportation Research Board, Washington, D.C., 36-47.
13. Haung, Y. H. (1993). Pavement analysis and design, 1st Ed., Prentice-Hall, Englewood Cliffs, N.J.
14. Hoffman, M. S. (2003). "A direct method for evaluating the structural needs of flexible pavements based on FWD deflections." Proc. TRB 82nd Annual Meeting, Transportation Research Board, Washington, D.C.
15. Maestas, J. M., and Mamlouk, M. S. (1992). "Comparison of pavement deflection analysis methods using overlay design." Transportation Research Record 1377, Transportation Research Board, Washington, D.C., 17-25.
16. Mamlouk, M. S., Zaniewski, J. P., Houston, W. N., and Houston, S. L. (1990). "Overlay design method for flexible pavements in arizona." Transportation Research Record 1286, Transportation Research Board, Washington, D.C., 112-122.
17. Oglesby, C. H., and Hicks, R. G. (1982). Highway Engineering, 2nd Ed., Wiley, New York.
18. Pierce, L. M., and Mahoney, J. P. (1996). "Asphalt concrete overlay design case studies." Transportation Research Record 1543, Transportation Research Board, Washington, D.C., 3-9.
19. Shahin, M. Y., Nunez, M. M., Broten, M. R., Carpenter, S. H., and Sameh, A. (1987). "New techniques for modeling pavement deterioration." Transportation Research Record 1123, Transportation Research Board, Washington, D.C., 40-46.
20. Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design, 2nd Ed., Wiley, New York.
21. Zhou, H., Huddleston, J., and Lundy, J. (1992). "Implementation of back-calculation in pavement evaluation and overlay design in Oregon." Transportation Research Record 1377, Transportation Research Board, Washington, D.C., 150-158.