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    Compaction Characteristics of Pond Ash

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    Author:
    Ashis Kumar Bera
    ,
    Ambarish Ghosh
    ,
    Amalendu Ghosh
    DOI: 10.1061/(ASCE)0899-1561(2007)19:4(349)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the study on compaction characteristics of pond ash. Three different types of pond ash have been used in this study. The effects of different compaction controlling parameters, viz. compaction energy, moisture content, layer thickness, mold area, tank size, and specific gravity on dry density of pond ash are highlighted herein. The maximum dry density and optimum moisture content of pond ash vary within the range of
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      Compaction Characteristics of Pond Ash

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46301
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    contributor authorAshis Kumar Bera
    contributor authorAmbarish Ghosh
    contributor authorAmalendu Ghosh
    date accessioned2017-05-08T21:18:20Z
    date available2017-05-08T21:18:20Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A4%28349%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46301
    description abstractThis paper presents the study on compaction characteristics of pond ash. Three different types of pond ash have been used in this study. The effects of different compaction controlling parameters, viz. compaction energy, moisture content, layer thickness, mold area, tank size, and specific gravity on dry density of pond ash are highlighted herein. The maximum dry density and optimum moisture content of pond ash vary within the range of
    publisherAmerican Society of Civil Engineers
    titleCompaction Characteristics of Pond Ash
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:4(349)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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