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    Shredded Tires and Rubber-Sand as Lightweight Backfill

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author:
    J. H. Lee
    ,
    R. Salgado
    ,
    A. Bernal
    ,
    C. W. Lovell
    DOI: 10.1061/(ASCE)1090-0241(1999)125:2(132)
    Publisher: American Society of Civil Engineers
    Abstract: The growing interest in utilizing waste materials in civil engineering applications has opened the possibility of constructing reinforced soil structures with unconventional backfills. Scrap tires are a high-profile waste material for which several uses have been studied, including the use of shredded tires as backfill. A triaxial testing program was conducted to investigate the stress-strain relationship and strength of tire chips and a mixture of sand and tire chips. The test results and additional information from the literature were used in the numerical modeling of wall backfills, both unreinforced and reinforced with geosynthetics. The numerical modeling results suggest tire shreds, particularly when mixed with sand, may be effectively used as backfill.
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      Shredded Tires and Rubber-Sand as Lightweight Backfill

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70998
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    contributor authorJ. H. Lee
    contributor authorR. Salgado
    contributor authorA. Bernal
    contributor authorC. W. Lovell
    date accessioned2017-05-08T22:05:20Z
    date available2017-05-08T22:05:20Z
    date copyrightFebruary 1999
    date issued1999
    identifier other21310388.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70998
    description abstractThe growing interest in utilizing waste materials in civil engineering applications has opened the possibility of constructing reinforced soil structures with unconventional backfills. Scrap tires are a high-profile waste material for which several uses have been studied, including the use of shredded tires as backfill. A triaxial testing program was conducted to investigate the stress-strain relationship and strength of tire chips and a mixture of sand and tire chips. The test results and additional information from the literature were used in the numerical modeling of wall backfills, both unreinforced and reinforced with geosynthetics. The numerical modeling results suggest tire shreds, particularly when mixed with sand, may be effectively used as backfill.
    publisherAmerican Society of Civil Engineers
    titleShredded Tires and Rubber-Sand as Lightweight Backfill
    typeJournal Paper
    journal volume125
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:2(132)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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