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    Strength and Slake Durability of Lime Stabilized Pond Ash

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    Author:
    Sudeep Kumar Chand
    ,
    Chillara Subbarao
    DOI: 10.1061/(ASCE)0899-1561(2007)19:7(601)
    Publisher: American Society of Civil Engineers
    Abstract: Pond ash, after adequate stabilization, may be suitable for various engineering applications. The effects of lime stabilization on the strength and durability aspects of a class F pond ash, with a lime constituent as low as 1.12%, are reported. Lime contents of 10 and 14% were used, and the samples were cured at ambient temperature of around
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      Strength and Slake Durability of Lime Stabilized Pond Ash

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46335
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    contributor authorSudeep Kumar Chand
    contributor authorChillara Subbarao
    date accessioned2017-05-08T21:18:23Z
    date available2017-05-08T21:18:23Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A7%28601%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46335
    description abstractPond ash, after adequate stabilization, may be suitable for various engineering applications. The effects of lime stabilization on the strength and durability aspects of a class F pond ash, with a lime constituent as low as 1.12%, are reported. Lime contents of 10 and 14% were used, and the samples were cured at ambient temperature of around
    publisherAmerican Society of Civil Engineers
    titleStrength and Slake Durability of Lime Stabilized Pond Ash
    typeJournal Paper
    journal volume19
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:7(601)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    contenttypeFulltext
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