Pavement rutting performance prediction by integrated Weibull approach

Transportation Research Record

Volumn , Issue 2087, 2008, Pages 120-130

  Coleri, Erdem ^a   Tsai, Bor Wen ^b   Monismith, Carl L ^c  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b Building 480   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FORECASTING; LABORATORIES; PAVEMENTS; PHASE SEPARATION;

ASPHALT CONCRETE MIXES; CORRECTION FACTORS; LABORATORY MODELS; PAVEMENT RUTTING; PERFORMANCE PREDICTION; PERMANENT DEFORMATIONS; RUTTING PERFORMANCE; SIMPLE SHEAR TEST; STAGE I; WEIBULL APPROACH;

SHEAR STRESS;

EID: 63849320815     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2087-13     Document Type: Article

References (15)

1. Salama, H. K., S. W. Haider, and K. Chatt. Evaluation of New Mechanistic-Empirical Pavement Design Guide Rutting Models for Multiple-Axle Loads. In Transportation Research Record: Journal of the Transportation Research Board, No. 2005, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 112-123.
2. Shook, J. F., F. N. Finn, M. W. Witczak, and C. L. Monismith. Thickness Design of Asphalt Pavements-The Asphalt Institute Method. Proc., Fifth International Conference on the Structural Design of Asphalt Pavements, University of Michigan, Ann Arbor, and Delft Technical University, Delft, Netherlands, Aug. 1982, pp. 17-44.
3. Claessen, A. J. M., J. M. Edwards, P. Sommer, and P. Uge. Asphalt Pavement Design-The Shell Method. Proc., Fourth International Conference on the Structural Design of Asphalt Pavements, Ann Arbor, Mich., 1977, pp. 39-74.
4. Witczak, M., and M. M. El-Basyouny. Calibration of Permanent Deformation Models for Flexible Pavements. In Guide for Mechanistic- Empirical Design of New and Rehabilitated Pavement Structures, ARA, Inc., ERES Division, Champaign, Ill., 2004, p. GG-1.31.
5. Tsai, B.-W., M. O. Bejarano, J. T. Harvey, and C. L. Monismith. Prediction and Calibration of Pavement Fatigue Performance Using Two- Stage Weibull Approach. Journal of the Association of Asphalt Paving Technologists, Vol. 74, 2005, pp. 697-732.
6. Tsai, B.-W., J. T. Harvey, and C. L. Monismith. Application of Weibull Theory in Prediction of Asphalt Concrete Fatigue Performance. In Transportation Research Record: Journal of the Transportation Research Board, No. 1832, Transportation Research Board of the National Academies, Washington, D.C., 2003, pp. 121-130.
7. Tsai, B.-W., J. T. Harvey, and C. L. Monismith. Using the Three-Stage Weibull Equation and Tree-Based Model to Characterize the Mix Fatigue Damage Process. In Transportation Research Record: Journal of the Transportation Research Board, No. 1929, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 227-237.
8. Section 600, Highway Design Manual. California Department of Transportation, Sacramento, 1991.
9. Bejarano, M. O., B. Morton, and C. Scheffy. Summary of Construction Activities and Results from Six Initial Accelerated Pavement Tests Conducted on the Modified Binder-Asphalt Concrete Pavement Section.MB Construction Report. California Department of Transportation, and Pavement Research Center, Institute of Transportation Studies, University of California, Berkeley, Dec. 2003.
10. Jiang, R., and D. N. Murthy. Reliability Modeling Involving Two Weibull Distributions. Reliability Engineering and System Safety, Vol. 47, 1995, pp. 187-198.
11. Tsai, B.-W., V. N. Kannekanti, and J. T. Harvey. Application of Genetic Algorithm in Asphalt Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1891, Transportation Research Board of the National Academies, Washington, D.C., 2004, pp. 112-120.
12. Wardle, L. Program CIRCLY User's Manual, Revision 1, Geomechanics Computer Program Number 2. Division of Applied Geomechanics, Commonwealth Scientific and Industrial Research Organization, Melbourne, Australia, 1976.
13. Sousa, J. B., J. A. Deacon, S. Weissman, J. T. Harvey, C. L. Monismith, R. B. Leahy, G. Paulsen, and J. S. Coplantz. Permanent Deformation Response of Asphalt-Aggregate Mixes. Report SHRP-A-415. SHRP, National Research Council, Washington, D.C., 1994.
14. Monismith, C. L., J. T. Harvey, F. Long, and S. Weissman. Tests to Evaluate the Stiffness and Permanent Deformation Characteristics of Asphalt/ Binder-Aggregate Mixes-A Critical Discussion. Technical Memorandum UCPRC-TM-2000-1. Pavement Research Center, CAL/APT Program, Institute of Transportation Studies, University of California, Berkeley, 2000.
15. Harvey, J., F. Long, and J. A. Prozzi. Application of CAL/APT Results to Long Life Flexible Pavement Reconstruction. Presented at 1999 Accelerated Pavement Testing International Conference, Reno, Nev., 1999.