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    Volume Change Behavior of Fly Ash–Montmorillonite Clay Mixtures

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001
    Author:
    Sujit Kumar
    ,
    Pal
    ,
    Ambarish
    ,
    Ghosh
    DOI: 10.1061/(ASCE)GM.1943-5622.0000300
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the consolidation and swelling characteristics of fly ash–montmorillonite clay mixes. Nine types of fly ash samples collected from different thermal power plants of the Eastern part of India have been used in this study. The amount of montmorillonite clay added to each fly ash sample is 10, 20, 30, 40, and 50%. The compression index (
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      Volume Change Behavior of Fly Ash–Montmorillonite Clay Mixtures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61700
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    contributor authorSujit Kumar
    contributor authorPal
    contributor authorAmbarish
    contributor authorGhosh
    date accessioned2017-05-08T21:45:47Z
    date available2017-05-08T21:45:47Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29gm%2E1943-5622%2E0000312.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61700
    description abstractThis paper presents the consolidation and swelling characteristics of fly ash–montmorillonite clay mixes. Nine types of fly ash samples collected from different thermal power plants of the Eastern part of India have been used in this study. The amount of montmorillonite clay added to each fly ash sample is 10, 20, 30, 40, and 50%. The compression index (
    publisherAmerican Society of Civil Engineers
    titleVolume Change Behavior of Fly Ash–Montmorillonite Clay Mixtures
    typeJournal Paper
    journal volume14
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000300
    treeInternational Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001
    contenttypeFulltext
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