Creep of compacted recycled asphalt pavement

Canadian Geotechnical Journal

Volumn 44, Issue 6, 2007, Pages 687-697

  Viyanant, Chirayus ^a   Rathje, Ellen M ^b   Rauch, Alan F ^c  

^a BECHTEL CORPORATION   (United States)

^b UNIVERSITY OF TEXAS AT AUSTIN   (United States)

^c Fuller Mossbarger Scott May E   (United States)

Author keywords

Creep; Recycled asphalt pavement; Rupture; Time dependent behavior

Indexed keywords

CREEP; EMBANKMENTS; STRESS CONCENTRATION; YIELD STRESS;

CREEP RUPTURE; DEVIATOR STRESS; RECYCLED ASPHALT PAVEMENT; RETAINING STRUCTURE;

ASPHALT PAVEMENTS;

ASPHALT PAVEMENTS; CREEP; EMBANKMENTS; STRESS CONCENTRATION; YIELD STRESS;

ASPHALT; CONFINING PRESSURE; CREEP; DEFORMATION; EMBANKMENT; PAVEMENT; RUPTURE; STRESS; TIME DEPENDENT BEHAVIOR; TRIAXIAL TEST;

EID: 34848880532     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-022     Document Type: Article

References (26)

1. AASHTO. 2004. Standard specification for performance-graded asphalt binder, AASHTO MP1a-04. Standard Specifications for Transportation Materials and Methods of Sampling and Testing, American Association of State Highway and Transportation Officials, Washington, D.C.
2. ASTM. 2005a. Standard test methods for asphalt content of bituminous mixtures by the Nuclear Method, ASTM 4125-05. In Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, Penn.
3. ASTM. 2005b. Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate, ASTM C127. In Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, Penn.
4. ASTM. 2005c. Standard test method for specific gravity of soils, ASTM D854. In Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, Penn.
5. Augustesen, A., Liingaard, M., and Lade, P.V. 2004. Evaluation of time-dependent behavior of soils. International Journal of Geomechanics, 4(3): 137-156.
6. Campanella, R.G., and Vaid, Y.P. 1974. Triaxial and plane strain creep rupture of an undisturbed clay. Canadian Geotechnical Journal, 11(1): 1-10.
7. Edgers, L., Ladd, C.C., and Christian, J.T. 1973. Undrained creep of Atchafalaya Levee foundation clay. Massachusetts Institute of Technology, Cambridge, Mass., Department of Civil Engineering, Report, R73-16, No. 319, 2 vols., 600 pp.
8. FHWA. 2000. User guidelines: Reclaimed asphalt pavement, reclaimed concrete material. Federal Highway Administration. Available from www,tfhrc.gov/hnr20/recycle/waste/ [accessed 1 October 2000].
9. Finn, W.D.L., and Snead, D. 1973. Creep and creep rupture of an undisturbed sensitive clay. In Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering. USSR National Society for Soil Mechanics & Foundation Engineering, Moscow. Vol. 1.1, pp. 135-142.
10. Kelly, T. 1999. Crushed cement concrete substitution for construction aggregates - a materials flow analysis. U.S. Geological Survey Circular.
11. Kuhn, M.R., and Mitchell, J.K. 1993. New perspectives on soil creep. Journal of Geotechnical Engineering, ASCE, 119(3): 507-524.
12. Lacasse, S., and Berre, T. 2005. Undrained creep susceptibility of clays. In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan. Millpress, Rotterdam, Netherlands. pp. 531-536.
13. Liingaard, M., Augustesen, A., and Lade, P. 2004. Characterization of models for time-dependent behavior of soils. International Journal of Geomechanics, ASCE, 4(3): 157-177.
14. Mejia, C.A., Vaid, Y.P., and Negussey, D. 1988. Time dependent behaviour of sand. In Proceedings of the International Conference on Rheology and Soil Mechanics, Coventry, England, 12-16 September 1988. Elsevier Applied Science Publishers Ltd., London, UK.
15. Mitchell, J.K. 1993. Fundamentals of soil behavior. John Wiley & Sons, New York.
16. Monkman, F.C., and Grant, N.J. 1956. An empirical relationship between rupture life and minimum creep rate in creep-rupture tests. Proceedings of the American Society of Testing and Materials, 56: 593-620.
17. Murayama, S., Michihiro, K., and Sakagami, T. 1984. Creep characteristics of sands. Soils and Foundations, 24(2): 1-15.
18. Rathje, E.M., Rauch, A.F., Trejo, D., Folliard, K.J., Viyanant, C., Esfeller, M., Jain, A., and Ogalla, M. 2006. Evaluation of crushed concrete and recycled asphalt pavement as backfill for mechanically stabilized earth walls. Research Report 0-4177-3, Center for Transportation Research, Austin, Tex., March, 176 pp.
19. Roberts, F., Kandhal, P., Brown, E.R., Lee, D.-Y., and Kennedy, T. 1996. Hot mix asphalt materials, mixture design, and construction. NAPA Research and Education Foundation, Lanham, Md.
20. Saito, M., and Uezawa, H. 1961. Failure of soil due to creep. In Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, 17-22 July 1961. Dunod, Paris. pp. 315-318.
21. Singh, A., and Mitchell, J.K. 1968. General stress-strain-time function for soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 94(SM1): 693-709.
22. Singh, A., and Mitchell, J.K. 1969. Creep potential and creep rupture of soils. In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico. Vol. 1, pp. 379-384.
23. Ting, J.M. 1983. On the nature of the minimum creep rate - time correlation for soil, ice, and frozen soil, Canadian Geotechnical Journal, 20: 176-182.
24. TxDOT. 1999. Year of the recycled roadway materials - June: Reclaimed Asphalt Pavement. Texas Department of Transportation. Available from/ www.dot.state.tx.us/insdtdot/orgchart/gsd/recycle/mat.htm [accessed 1 October 2000].
25. Vaid, Y.P., and Campanella, R.G. 1977. Time-dependent behavior of undisturbed clay. Journal of the Geotechnical Engineering Division, ASCE, 103(GT7): 693-709.
26. Viyanant, C. 2006. Potential use of recycled asphalt pavement and crushed concrete as backfill for Mechanically Stabilized Earth (MSE) walls. Ph.D. dissertation, Department of Civil, Architectural, and Environmental Engineering, University of Texas at Austin, Austin, Tex.