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    Role of Matric Suction in Collapse of Compacted Clay Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Sudhakar M. Rao
    ,
    K. Revanasiddappa
    DOI: 10.1061/(ASCE)1090-0241(2000)126:1(85)
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the influence of variations in matric suction on the collapse behavior of compacted Bangalore clay soil. The ASTM filter paper method measured the matric suctions of the compacted soil specimens. The matric suction of the compacted clay soil specimens ranged between 50 and 8,000 kPa at the as-compacted
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      Role of Matric Suction in Collapse of Compacted Clay Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51805
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    contributor authorSudhakar M. Rao
    contributor authorK. Revanasiddappa
    date accessioned2017-05-08T21:26:48Z
    date available2017-05-08T21:26:48Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A1%2885%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51805
    description abstractThis paper examines the influence of variations in matric suction on the collapse behavior of compacted Bangalore clay soil. The ASTM filter paper method measured the matric suctions of the compacted soil specimens. The matric suction of the compacted clay soil specimens ranged between 50 and 8,000 kPa at the as-compacted
    publisherAmerican Society of Civil Engineers
    titleRole of Matric Suction in Collapse of Compacted Clay Soil
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:1(85)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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