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    Hydraulic Conductivity of Compacted Lateritic Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author:
    Kolawole ‘J. Osinubi
    ,
    Charles M. Nwaiwu
    DOI: 10.1061/(ASCE)1090-0241(2005)131:8(1034)
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic conductivity tests were conducted on three samples of lateritic soil obtained from the same borrow area and having a narrow range of fines content. Eighty four specimens were compacted at various molding water contents and then permeated with distilled/de-ionized water in the laboratory. Test results show that hydraulic conductivity of the soils decreased with the increase in dry unit weight and initial saturation, especially at higher fines content. Hydraulic conductivity values less than
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      Hydraulic Conductivity of Compacted Lateritic Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/52740
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    contributor authorKolawole ‘J. Osinubi
    contributor authorCharles M. Nwaiwu
    date accessioned2017-05-08T21:28:17Z
    date available2017-05-08T21:28:17Z
    date copyrightAugust 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A8%281034%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52740
    description abstractHydraulic conductivity tests were conducted on three samples of lateritic soil obtained from the same borrow area and having a narrow range of fines content. Eighty four specimens were compacted at various molding water contents and then permeated with distilled/de-ionized water in the laboratory. Test results show that hydraulic conductivity of the soils decreased with the increase in dry unit weight and initial saturation, especially at higher fines content. Hydraulic conductivity values less than
    publisherAmerican Society of Civil Engineers
    titleHydraulic Conductivity of Compacted Lateritic Soil
    typeJournal Paper
    journal volume131
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:8(1034)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    contenttypeFulltext
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