Strength and deformation characteristics of shredded rubber tire - Sand mixtures

Canadian Geotechnical Journal

Volumn 40, Issue 2, 2003, Pages 254-264

  Youwai, Sompote ^a   Bergado, Dennes T ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

Constitutive model; Shredded rubber tires; Triaxial testing

Indexed keywords

COMPRESSIBILITY; DEFORMATION; STRENGTH OF MATERIALS; TIRES;

TRIAXIAL TESTS;

GEOTECHNICAL ENGINEERING;

BACKFILL; PHYSICAL PROPERTY; SAND; TIRE;

BACKFILL; PHYSICAL PROPERTY; RECYCLING; SAND; TIRE;

EID: 0038757590     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-104     Document Type: Article

References (29)

1. Ahmed, I., and Lovell, C.W. 1992. Use of waste materials in highway construction: State of the practice and evaluation of the selected waste products. Transportation Research Record No. 1345, Transportation Research Board, Washington, D.C. pp. 1-9.
2. ASTM. 1991. Laboratory compaction characteristic of soil using standard effort (D968-91). In 1991 Annual book of ASTM standards. American Society for Testing and Materials, Philadelphia, Pa. pp. 77-87.
3. Atkinson, J.H., and Bransby, P.L. 1982. The mechanics of soil. McGraw Hill, U.K. 238 pp.
4. Been, K., and Jefferies, M.G. 1985. The state parameters for sands. Géotechnique, 35(2): 99-112.
5. Been, K., Jefferies, M.G., and Hachey, J. 1991. The critical state of sand. Géotechnique, 41(3): 365-381.
6. Dafalias, Y.F. 1986. Bounding surface plasticity, I: Mathematical foundation and hypoplasticity. Journal of Engineering Mechanics, ASCE, 112(9): 966-987.
7. Duncan, J.M., and Chang, C.Y. 1970. Non-linear analysis of stress and strain in soil. Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, 96(5): 1629-1653.
8. Edil, T., and Bosscher, P. 1994. Engineering properties of tire chips and soil mixtures. Geotechnical Testing Journal, 17(4): 453-464.
9. Foose, G., Benson, C., and Bosscher, P. 1996. Sand reinforced with shredded waste tires. Journal of Geotechnical and Geoenvironment Engineering, ASCE, 122(9): 760-767.
10. Garga, V.K., and O'Shaughnessy, V. 2000. Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design. Canadian Geotechnical Journal, 37: 75-96.
11. Gray, D., and Al-Refeai, T. 1986. Behavior of fabric- versus fiber-reinforced sand. Journal of Geotechnical Engineering, ASCE, 112(8): 804-820.
12. Head, K.H. 1982. Manual of soil laboratory testing. Vol. 2. Pentech Press Ltd., London.
13. Indraratna, B., Wijewardena, L.S.S., and Balasubramaniam, A.S. 1993. Large-scale triaxial testing of greywacke rockfill. Geotechnique, 43(1): 37-51.
14. Jefferies, M.G. 1993. NorSand: a simple critical state model for sand. Geotechnique, 43(1): 91-103.
15. Jefferies, M., and Been, K. 2000. Implication of critical state theory from isotropic compression of sand. Geotechnique, 50(4): 419-429.
16. Jones, K.P. 2001. Back to the trees. In Proceedings of the International Sympnosium On Recycling and Reuse of Used Tyres, University of Dundee, U.K., Edited by D.K. Ravinda. Thomas Telford, U.K. pp. 39-49.
17. Ladd, R.S. 1978. Preparing test specimens using undercompaction. Geotechnical Testing Journal, 1(1): 16-23.
18. Lee, J.H., Salgado, R., Bernal, A., and Lovell, C.W. 1999. Shredded tires and rubber-sand as lightweight backfill. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(2): 132-141.
19. Li, X.S., and Dafalias, Y.F. 2000. Dilatency for cohesionless soils. Geotechnique, 50(4): 449-460.
20. Manzari, M.T., and Dafalias, Y.F. 1997. Critical state two-surface plasticity model for sands. Géotechnique, 47(2): 255-272.
21. Marachi, N.D., Chan, C.K., and Seed, H.B. 1972. Evaluation of properties of rockfill materials. Journal of the Soil Mechanics and Foundation Division, ASCE, 98: 95-114.
22. Park, J.K., Kim, J.Y., and Edil, T.B. 1993. Sorption capacity of shredded waste tires. In Symposium on Geotechnics Related to the European Environment, Green '93. Edited by R.W. Sarsby. Bolton, U.K. pp. 341-348.
23. Poulos, S.J., Castro, G., and France, J.W. 1985. Liquefaction evaluation procedure. Journal of Geotechnical Engineering, ASCE, 11(6): 772-792.
24. Roscoe, K.H., Schofield, A.N., and Wroth, C.P. 1958. On the yielding of soil. Géotechnique, 8(1): 22-53.
25. Sivakumar, V., and Wheeler, S.J. 2000. Influence of compaction procedure on the mechanical behavior of an unsaturated compacted clay Part 1: Wetting and isotropic compression. Géotechnique, 50(4): 359-368.
26. Vermeer, P.A., and Brinkgreve, R.B.J. (Editors). 1995. Finite element code for soil and rock analysis. A. A. Balkema, Rotterdam.
27. Wang, Z.L., Dafalias, Y.F., Li, X.S., and Makdisi, F.I. 2002. State pressure index for modeling sand behavior. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(6): 511-519.
28. Wood, M.D., Belkheir, K., and Liu, D.F. 1994. Strain softening and state parameter for sand modelling. Géotechnique, 44(2): 335-339.
29. Wu, W.Y., Benda, C.C., and Cauley, R.F. 1997. Triaxial determination of shear strength of tire chips. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(5): 479-482.