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Compressibility and Strength Behaviour of Sand–tyre Chip Mixtures

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Abstract

Scrap tyres can be shredded into chips and can easily be mixed with granular soils. To assess the behaviour of the admixtures, compressibility and triaxial compression tests were carried out by varying chip size and chip content. The results demonstrated that sand–tyre chip mixtures up to 20% could be a potential material for highway construction and embankment construction up to around 10 m height.

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References

  • I. Ahmed (1993) Laboratory study on properties of rubber soils Purdue University West Lafayette, IN

    Google Scholar 

  • Ahmed I. and Lovell C. (1993) Use of rubber tyres in highway construction. Utilization of Waste Material in Civil. Engineering Construction, ASCE, New York, NY, pp. 166–181

  • Automan (1999) Brochure, Society of Indian Automobile Manufacturers (SIAM).

  • Bernal, A., Salgado, R. and Lovell, C. (1996) Laboratory study on the use of tyre shreds and rubber-sand in backfills and reinforced soil applications. Final Report., Indiana Department of Transportation, Joint Highway Research Project, Report No. FHWA/IN/JHRP-96, Purdue Univ., West Lafayette, Indiana.

  • A.W. Bishop D.J. Henkel (1962) The Measurement of Soil Properties in the Triaxial Test Edward Arnold Publishers Ltd. London

    Google Scholar 

  • P.J. Bosscher T.B. Edil N. Eldin (1993) Construction and performance of shredded waste tire test embankment Transportation Research Board Washington, D.C 44–52

    Google Scholar 

  • T.B. Edil P.J. Bosscher (1994) ArticleTitleEngineering properties of tire chips and soil mixtures Geotechincal Testing Journal 17 IssueID4 453–464 Occurrence Handle10.1520/GTJ10306J

    Article  Google Scholar 

  • G.J. Foose C.H. Benson P.J. Bosscher (1996) ArticleTitleSand reinforced with shredded waste tires Journal of Geotechincal Engineering Division 122 IssueID9 760–767

    Google Scholar 

  • W.G. Holtz H.J. Gibbs (1956) ArticleTitleTriaxial shear tests on pervious gravelly soils Journal of Soil Mechanics and Foundation Division 82 IssueIDSM 1 1–22

    Google Scholar 

  • E.J. Hoppe (1994) Field study of shredded-tyre embankment Virginia Department of Transportation Richmond, VA

    Google Scholar 

  • Humphrey, D. and Manion, W. (1992) Properties of tyre chips for light weight fill, in Grouting, Soil Improvement and Geosynthetics, ASCE, New York, Vol. 2, pp. 1344–1355

  • Humphrey, D. N. and Sandford, T. C. (1993) Tyre chips as light weight subgrade fill and retaining wall backfill, in Proceeding of the Symposium on Recovery and Effective Reuse of Discarded Materials and Bye-products for Construction of Highway Facilities, Federal Highway Administration, Washington, D.C., pp. 5-87–5-99

  • J.H. Lee R. Salgado A. Bernal C.W. Lovell (1999) ArticleTitleShredded tires and rubber-sand as light weight backfill Journal of Geotechnical and Geoenvironmental Engineering Division 125 IssueID2 132–141 Occurrence Handle10.1061/(ASCE)1090-0241(1999)125:2(132)

    Article  Google Scholar 

  • Statistical Yearbook (2000) Confederation of Indian Industry, New Delhi, India

  • Venkatappa Rao, G. and Dutta, R. K. (2001) Utilization of shredded tyres in highway engineering, in Proceedings of the International Seminar on Sustainable Development in Road Transport, New Delhi, pp. I-257–I-268

  • W.Y. Wu C. Benda R.F. Cauley (1997) ArticleTitleTriaxial determination of shear strength of tyre chips Journal of Geotechnical and Geoenvironmental Engineering Division 123 IssueID4 479–482

    Google Scholar 

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Correspondence to R. K. Dutta.

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Rao, G.V., Dutta, R.K. Compressibility and Strength Behaviour of Sand–tyre Chip Mixtures. Geotech Geol Eng 24, 711–724 (2006). https://doi.org/10.1007/s10706-004-4006-x

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  • DOI: https://doi.org/10.1007/s10706-004-4006-x

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