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    Influence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
    Author:
    Arvind Kumar
    ,
    Baljit Singh Walia
    ,
    Asheet Bajaj
    DOI: 10.1061/(ASCE)0899-1561(2007)19:3(242)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was undertaken to study the effects of polyester fiber inclusions and lime stabilization on the geotechnical characteristics of fly ash-soil mixtures. An Indian fly ash was mixed with expansive soil in different proportions. The geotechnical characteristics of fly ash-soil specimens, lime-soil specimens and lime-fly ash-soil specimens mixed with different proportions of randomly oriented fibers were investigated. Lime and fly ash were added to an expansive soil at ranges of 1–10% and 1–20%, respectively. Test specimens were subjected to compaction tests, unconfined compression tests and split tensile strength tests. Specimens were cured for 7, 14, and
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      Influence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46288
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    • Journal of Materials in Civil Engineering

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    contributor authorArvind Kumar
    contributor authorBaljit Singh Walia
    contributor authorAsheet Bajaj
    date accessioned2017-05-08T21:18:18Z
    date available2017-05-08T21:18:18Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A3%28242%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46288
    description abstractAn experimental program was undertaken to study the effects of polyester fiber inclusions and lime stabilization on the geotechnical characteristics of fly ash-soil mixtures. An Indian fly ash was mixed with expansive soil in different proportions. The geotechnical characteristics of fly ash-soil specimens, lime-soil specimens and lime-fly ash-soil specimens mixed with different proportions of randomly oriented fibers were investigated. Lime and fly ash were added to an expansive soil at ranges of 1–10% and 1–20%, respectively. Test specimens were subjected to compaction tests, unconfined compression tests and split tensile strength tests. Specimens were cured for 7, 14, and
    publisherAmerican Society of Civil Engineers
    titleInfluence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil
    typeJournal Paper
    journal volume19
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:3(242)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
    contenttypeFulltext
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