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    Equipment Cost Analysis for Waste Embankments

    Source: Journal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 001
    Author:
    S. K. Saxena
    ,
    David E. Lourie
    ,
    N. S. Shah
    ,
    K. Singhal
    DOI: 10.1061/(ASCE)0733-9364(1984)110:1(60)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study to determine the costefficient compaction method in relation to geotechnical properties for the compaction of coal waste embankments, utilizing different compaction methods, equipment passes, and lift thickness, a cost efficient compaction method is suggested. The findings obtained in this study supply information for the compaction of coal waste embankments in the coal mining industry.
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      Equipment Cost Analysis for Waste Embankments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76841
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    contributor authorS. K. Saxena
    contributor authorDavid E. Lourie
    contributor authorN. S. Shah
    contributor authorK. Singhal
    date accessioned2017-05-08T22:18:10Z
    date available2017-05-08T22:18:10Z
    date copyrightMarch 1984
    date issued1984
    identifier other%28asce%290733-9364%281984%29110%3A1%2860%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76841
    description abstractThis paper presents the results of a study to determine the costefficient compaction method in relation to geotechnical properties for the compaction of coal waste embankments, utilizing different compaction methods, equipment passes, and lift thickness, a cost efficient compaction method is suggested. The findings obtained in this study supply information for the compaction of coal waste embankments in the coal mining industry.
    publisherAmerican Society of Civil Engineers
    titleEquipment Cost Analysis for Waste Embankments
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1984)110:1(60)
    treeJournal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 001
    contenttypeFulltext
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