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    Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays

    147208_147208.pdf (261.3Kb)
    Access Status
    Open access
    Authors
    Shahin, Mohamed
    Hong, Liao S.
    Date
    2010
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Shahin, Mohamed and Hong, Liao. 2010. Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays, in Puppala, A. and Huang, J. and Han, J. and Hoyos, L. (ed), Ground Improvement and Geosynthetics - Proceedings of the GeoShanghai International Conference (2010), pp. 181-186. Shanghai, China: American Society of Civil Engineers.
    Source Title
    Ground Improvement and Geosynthetics: Proceedings of the GeoShanghai 2010
    Source Conference
    GeoShanghai International Conference (2010)
    Additional URLs
    http://cedb.asce.org/cgi/WWWdisplay.cgi?261195
    ISBN
    978-0-7844-1108-7
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/17615
    Collection
    • Curtin Research Publications
    Abstract

    Tire-soil mixtures can be used as good construction materials in many geotechnical engineering applications such as pavement foundations, lightweight fill in road embankments and lightweight backfill behind retaining walls. This paper describes research undertaken to investigate experimentally the impact of shredded rubber tires as reinforcing material on the mechanical properties of cement-stabilized soft clay, in terms of strength and stiffness. A series of laboratory experiments are carried out on cement-stabilized clay mixed with several portions of shredded rubber tires of sizes 440 m and 4 mm. The tests conducted include compaction, unconfmed compression strength and indirect tensile strength. The results demonstrate that the use of shredded rubber tires has a potential in enhancing the ductility of cement-stabilized soft clay but decreases stiffness and ultimate resistance.

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