Regression models for predicting the behaviour of sand mixed with tire chips

International Journal of Geotechnical Engineering

Volumn 3, Issue 1, 2009, Pages 51-63

  Dutta, R K ^a   Venkatappa Rao, G ^b  

^a NATIONAL INSTITUTE OF TECHNOLOGY   (India)

^b OSMANIA UNIVERSITY   (India)

Author keywords

Cohesion; Deviator stress; Energy absorption capacity; Friction angle: Regression model; Initial stiffness

Indexed keywords

EID: 79961068779     PISSN: 19386362     EISSN: 19387879     Source Type: Journal    
DOI: 10.3328/IJGE.2009.03.01.51-63     Document Type: Article

References (14)

1. Ahmed, I. (1993). "Laboratory study on properties of rubber soils." Report No. FHWA/IN/JHRP - 93/4, Purdue University, West Lafayette, IN.
2. Bergado, D.T., Youwai, S. and Rittirong, A. (2005)."Strength and deformation characteristics of flat and cubical rubber tire chip-sand mixtures." Geotechnique, 55(8), 603-606.
3. Bera, A.K., Ghosh, A. and Ghosh, A. (2005)."Regression model for bearing capacity of a square footing on reinforced pond ash." Geotextiles and Geomembranes, 23(3), 261-285.
4. Bishop, A.W and Henkel, D.J (1962). The measurement of properties in the triaxial test, Edward Arnold Publishers Ltd, London.
5. Bosscher, P.J., Edil, T.B., and Kurauka, S. (1997). "Design of highway embankments using tire chips." Journal of Geotechnical Geoenvironmental Engineering, 123(4), 295-304.
6. Bosscher, P.J., Edil, T.B. and Eldin, N. (1993). "Construction and performance of shredded waste tire test embankment." Transportation. Research Record No. 1345, Transp. Res. Board, Washington, D.C., 44-52.
7. Consoli, N.C., Montardo, J.L.P., Prietto, P.D.M. and Giovana Savitri P. (2002)."Engineering behavior of a sand reinforced with plastic waste." Journal of Geotechnical and Geoenvironmental Engineering, 128(6), 462-472.
8. Dutta, R.K. and Venkatappa Rao, G. (2007)."Regression model for predicting the behaviour of sand reinforced with waste plastic." Turkish Journal of Engineering and Environmental Sciences, 31(2), 119-126.
9. Edil, T.B. and Bosscher, P.J. (1994). "Engineering properties of tire chips and soil mixtures." Geotechnical Testing Journal, 17(4), 453-464.
10. Foose, G.J., Benson, C.H. and Bosscher, P.J. (1996). "Sand reinforced with shredded waste tires." Journal of Geotechnical Engineering, 122(9), 760-767.
11. Ghazavi, M. and Sakhi M.A. (2005)."Influence of optimized tire shreds on shear strength parameters of sand." International Journal of Geomechanics, 5(1), 58-65.
12. Lee, J.H., Salgado, R., Bernal, A. and Lovell, C.W. (1999). "Shredded tires and rubber-sand as light weight backfill." Journal of Geotechnical and Geoenvironmental Engineering, 125(2), 132-141.
13. Venkatappa Rao, G and Dutta, R. K. (2006). "Compressibility and strength behaviour of sand-tire chip mixtures." Geotechnical and Geological Engineering, 24(3), 711-724.
14. Youwai, A. and Bergado, D. T. (2003)."Strength and deformation characteristics of shredded rubber tire-sand mixtures." Canadian Geotechnical Journal, 40, 254-264.