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    Compaction Delay Effects on Properties of Lime-Treated Soil

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author:
    Kolawole J. Osinubi
    ,
    Charles M. Nwaiwu
    DOI: 10.1061/(ASCE)0899-1561(2006)18:2(250)
    Publisher: American Society of Civil Engineers
    Abstract: A statistical study of the effects of compaction delays on properties of lime-stabilized lateritic soil was conducted using two-way analysis of variance and multiple regression analysis. The reductions in mavimum dry density (MDD) and optimum moisture content (OMC) associated with compaction delays are statistically significant at the 5% level, regardless of the compactive effort employed (i.e., standard Proctor or West African Standard). The effects of compaction delays on unconfined compressive stength (UCS) are statistically significant for different compactions, lime contents, and curing. Compaction delay effects on California bearing ratio (CBR) of soil–lime mixtures are statistically significant. The
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      Compaction Delay Effects on Properties of Lime-Treated Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/46123
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    contributor authorKolawole J. Osinubi
    contributor authorCharles M. Nwaiwu
    date accessioned2017-05-08T21:17:59Z
    date available2017-05-08T21:17:59Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A2%28250%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46123
    description abstractA statistical study of the effects of compaction delays on properties of lime-stabilized lateritic soil was conducted using two-way analysis of variance and multiple regression analysis. The reductions in mavimum dry density (MDD) and optimum moisture content (OMC) associated with compaction delays are statistically significant at the 5% level, regardless of the compactive effort employed (i.e., standard Proctor or West African Standard). The effects of compaction delays on unconfined compressive stength (UCS) are statistically significant for different compactions, lime contents, and curing. Compaction delay effects on California bearing ratio (CBR) of soil–lime mixtures are statistically significant. The
    publisherAmerican Society of Civil Engineers
    titleCompaction Delay Effects on Properties of Lime-Treated Soil
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:2(250)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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