Rational modeling of tertiary flow for asphalt mixtures

Transportation Research Record

Volumn , Issue 2001, 2007, Pages 63-72

  Biligiri, Krishna P ^a   Kaloush, Kamil E ^a   Mamlouk, Michael S ^a   Witczak, Matthew W ^a  

^a Arizona State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ENGINEERING RESEARCH; MATHEMATICAL MODELS; PARAMETER ESTIMATION; POLYNOMIALS; PROBLEM SOLVING;

ASPHALT MIXTURES; POLYNOMIAL MODELS;

ASPHALT;

EID: 38849095249     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2001-08     Document Type: Article

References (26)

1. Witczak, M. W., K. Kaloush, T. Pellinen, M. El-Basyouny, and H. Von Quintus. NCHRP Report 465: Simple Performance Test for Superpave Mix Design. TRB, National Research Council, Washington, D.C., 2002.
2. Witczak, M. NCHRP Report 547: Simple Performance Tests: Summary of Recommended Methods and Database. Transportation Research Board of the National Academies, Washington, D.C., 2005.
3. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A Final Report. Transportation Research Board of the National Academies, Washington, D.C., 2004.
4. Bonaquist, R. F., D. W. Christensen, and W. Stump H.J. NCHRP Report 513: Simple Performance Tester for Superpave Mix Design: First-Article Development and Evaluation. Transportation Research Board of the National Academies, Washington, D.C., 2003.
5. Biligiri, K. P. Improved Method to Determine Tertiary Flow Value for Asphalt Mixtures. MS thesis. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2005.
6. Kaloush, K. E., M. W. Witczak, G. B. Way, A. Zborowski, M. Abojaradeh, and A. Sotil. Performance Evaluation of Arizona Asphalt Rubber Mixtures Using Advanced Dynamic Material Characterization Tests. Final Report. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2002.
7. Kaloush, K. E. Simple Performance Test for Permanent Deformation of Asphalt Mixtures. PhD diss. Department of Civil and Environmental Engineering, Arizona State University. Tempe, 2001.
8. Brown, S. F., and K. E. Cooper. The Mechanical Properties of Bituminous Materials for Road Bases and Base Courses. Journal of the Association of Asphalt Paving Technologists, Vol. 53, 1984, pp. 415-439.
9. Kenis, W. J. Predictive Design Procedures. Proceedings of the Fourth International Conference on the Structural Design of Asphalt Pavements, Vol. 1. University of Michigan, Ann Arbor, Aug. 1977, pp. 101-130.
10. Mirza, M. W., and M. W. Witczak. Bituminous Mix Dynamic Material Characterization Data Acquisition and Analysis Programs Using 458.20 MTS Controller. Program Background and Users Guide. University of Maryland, College Park, 1994.
11. Witczak, M. W., and K. E. Kaloush. Performance Evaluation of Citgo Flex Asphalt Modified Mixture Using Advanced Material Characterization Tests. Department of Civil Engineering, University of Maryland, College Park, 1998.
12. Witczak, M. W., and K. E. Kaloush. AC Mixture Response Comparison to Performance Repeated Normal Permanent Deformation Tests, Task C-Simple Performance Test, MnRoad Experimental Site. Team Report SPT-MN-2(H). Superpave Support and Performance Models Management NCHRP 9-19. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 1999.
13. Witczak, M. W., B. Sullivan, and A. Zborowski. Sensitivity of Simple Performance Test (Rapid vs. Geotechnical Triaxial Cell), Field Validation of the Simple Performance Test (Subtasks C4 through C6) Subtask C4d Report, Superpave Support and Performance Models Management, NCHRP 9-19. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2001.
14. Myers, L. A., J. Gudimetla, C. Paugh, J. D'Angelo, S. Gokhale, and B. Choubane. Evaluation of Performance Data from Repeated Load Test. Canadian Technical Asphalt Association, Victoria, British Columbia. 2005.
15. Monismith, C. L., R. G. Hicks, F. N. Finn, J. Sousa, J. Harvey, S. Weissman, J. Deacon, J. Coplantz, and G. Paulsen. Permanent Deformation Response of Asphalt Aggregate Mixes. SHRP-A-415. TRB. National Research Council, Washington, D.C., 1994.
16. Brown, S. F., and C. A. Bell. The Prediction of Permanent Deformation in Asphalt Pavements. Journal of the Association of Asphalt Paving Technologies, Vol. 48, 1979, pp. 438-476.
17. Permanent Deformation Response of Asphalt Aggregate Mixes. SHRP-A-415. TRB, National Research Council, Washington, D.C., 1994.
18. Huschek, S. The Deformation Behavior of Asphalt Concrete under Triaxial Compression. Journal of the Association of Asphalt Paving Technologists, Vol. 54, 1985, pp. 407-431.
19. Tseng, K. H., and R. L. Lytton. Prediction of Permanent Deformation in Flexible Pavement Materials. In Implication of Aggregate in Design, Construction and Performance of Flexible Pavements, ASTM STP 1016 (H. G. Schreuders and C. R. Marek, eds.), ASTM, Philadelphia, 1989, pp. 154-172.
20. Khedr, S. A. Deformation Mechanism in Asphaltic Concrete. Journal of Transportation Engineering, ASCE, Vol. 112, No. 1, 1986, pp. 29-45.
21. Wilshire, R., and R. Evans. Acquisition and Analysis of Creep Data. Journal of Strain Analysis for Engineering Design, Vol. 29, No. 3, 1994, pp. 159-165.
22. Zhou, F., T. Scullion, and L. Sun. Verification and Modeling of Three Stage Permanent Deformation Behavior of Asphalt Mixes. Journal of Transportation Engineering, Vol. 130, No. 4, 2004, pp. 486-494.
23. Francken, L. Pavement Deformation Law of Bituminous Road Mixes in Repeated Load Triaxial Compression. Proc., 4th International Conference on the Structural Design of Asphalt Pavements, Vol. 1, University of Michigan, Ann Arbor, 1977, pp. 483-496.
24. Sullivan, B. Development of Flow Number and Flow Time Candidate Simple Performance Test for Asphalt Mixtures. MS thesis. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2002.
25. Materials and Mix Properties, Construction Information and Performance Data Report, Subtasks C4 through C6, Field Validation of the Simple Performance Test (Experimental Plan for Calibration and Validation of Hot-Mix Asphalt Performance Models for Mix and Structure Design), Superpave Support and Performance Models Management NCHRP 9-19, Parts 1-7. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2003.
26. Quayum. M. M. Investigations for Using the Repeated Load Permanent Deformation Test in a Design Criteria for Asphalt Mixtures. MS thesis. Department of Civil and Environmental Engineering, Arizona State University, Tempe, 2004.