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    Tensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
    Author:
    Ambarish Ghosh
    ,
    Chillara Subbarao
    DOI: 10.1061/(ASCE)0899-1561(2006)18:1(18)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. The effects of lime content (4, 6, and 10%), gypsum content (0.5 and 1.0%), and curing period (up to
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      Tensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46101
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    contributor authorAmbarish Ghosh
    contributor authorChillara Subbarao
    date accessioned2017-05-08T21:17:57Z
    date available2017-05-08T21:17:57Z
    date copyrightFebruary 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A1%2818%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46101
    description abstractThis paper presents the results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. The effects of lime content (4, 6, and 10%), gypsum content (0.5 and 1.0%), and curing period (up to
    publisherAmerican Society of Civil Engineers
    titleTensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum
    typeJournal Paper
    journal volume18
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:1(18)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
    contenttypeFulltext
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