Specimen Instrumentation Techniques for Permanent Deformation Testing of Asphalt Mixtures

Journal of Testing and Evaluation

Volumn 29, Issue 5, 2001, Pages 423-431

  Kaloush, K E ^a   Mirza, M W ^a   Uzan, J ^b   Witczak, M W ^a  

^a ARIZONA STATE UNIVERSITY   (United States)

^b TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Clamps; Glued studs; Instrumentation and preparation techniques; Permanent deformation testing

Indexed keywords

EID: 0003203516     PISSN: 00903973     EISSN: None     Source Type: Journal    
DOI: 10.1520/jte12272j     Document Type: Article

References (10)

1. Monismith, C. L., Ogawa, N., and Freeme, C., "Permanent Deformation of Subgrade Soils Due to Repeated Loadings," Transportation Research Record 537, Transportation Research Board, National Research Council, Washington, D.C., 1975.
2. Witczak, M. W. and Kaloush, K. E., "Performance Evaluation of Asphalt Modified Mixtures Using Superpave and P-401 Mix Gradings," Technical Report for Maryland Department of Transportation, University of Maryland, College Park, MD, March 1998. [3] Mirza, M. W. and Witczak, M. W., "Bituminous Mix Dynamic Material Characterization Data Acquisition and Analysis Programs Using 458.20 MTS Controller," University of Maryland, College Park, MD, May 1994.
3. Hafez, I., "Development of a Simplified Asphalt Mix Stability Procedure for Use in Superpave Volumetric Mix Design," Ph.D. dissertation, Civil Engineering Department, University of Maryland, College Park, MD, 1997.
4. Scholey, G. K., Frost, J. D., Lo Presti, D. C. F., and Jamiolkowski, M., "A Review of Instrumentation for Measuring Small Strains During Triaxial Testing of Soil Specimens," Geotechnical Testing Journal, Vol. 18, No. 2, June 1995, pp. 137-156.
5. Symes, M. J. and Burland, J. B., "Determination of Local Displacement on Soil Samples," Geotechnical Testing Journal, Vol. 7, No. 2, June 1984, pp. 49-59.
6. Brown, S. F. and Snaith, M. S., "The Measurement of Recoverable and Irrecoverable Deformations in the Repeated Load Triaxial Test," Geotechnique, Vol. 24, No. 2, 1974, pp. 255-259.
7. Baladi, G., Hight, D. W., and Thomas, G. E., "A Re-evaluation of Conventional Triaxial Test Methods," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, American Society for Testing and Materials, Philadelphia, 1988, pp. 219-263.
8. Lytton, R. L., Uzan, J., Fernando, E. G., Roque, R., Hiltunen, D., and Stoffels, S. M., "Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes," Report Number SHRP-A-357, Strategic Highway Research Program, National Research Council, Washington, D.C., 1973.
9. Witczak, M. W., Bonaquist, R., Von Quintus, H., and Kaloush, K., "Specimen Geometry and Aggregate Size Effects in Uniaxial Comparison and Constant Height Shear Tests," Proceedings of the Association of Asphalt Paving Technologists, Vol. 69, March 2000.
10. Witczak, M. W., Von Quintus, H., Kaloush, K., Pellinen, T., and Elbasyouny, M., "Simple Performance Test: Test Results and Recommendations," Superpave Support and Performance Models Management, NCHRP Project 9-19, Task C Report, Arizona State University, Tempe, AZ, November 2000.