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    Strength Characteristics of Class F Fly Ash Modified with Lime and Gypsum

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author:
    Ambarish Ghosh
    ,
    Chillara Subbarao
    DOI: 10.1061/(ASCE)1090-0241(2007)133:7(757)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the shear strength characteristics of a low lime class F fly ash modified with lime alone or in combination with gypsum. Unconfined compression tests were conducted for both unsoaked and soaked specimens cured up to 90 days. Addition of a small percentage of gypsum (0.5 and 1.0%) along with lime (4–10%) enhanced the shear strength of modified fly ash within short curing periods (7 and 28 days). The gain in unsoaked unconfined compressive strength
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      Strength Characteristics of Class F Fly Ash Modified with Lime and Gypsum

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53168
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    contributor authorAmbarish Ghosh
    contributor authorChillara Subbarao
    date accessioned2017-05-08T21:28:55Z
    date available2017-05-08T21:28:55Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A7%28757%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53168
    description abstractThis paper presents the shear strength characteristics of a low lime class F fly ash modified with lime alone or in combination with gypsum. Unconfined compression tests were conducted for both unsoaked and soaked specimens cured up to 90 days. Addition of a small percentage of gypsum (0.5 and 1.0%) along with lime (4–10%) enhanced the shear strength of modified fly ash within short curing periods (7 and 28 days). The gain in unsoaked unconfined compressive strength
    publisherAmerican Society of Civil Engineers
    titleStrength Characteristics of Class F Fly Ash Modified with Lime and Gypsum
    typeJournal Paper
    journal volume133
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:7(757)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    contenttypeFulltext
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