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    Determining Intrinsic Compressibility of Fine-Grained Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author:
    Amy B. Cerato
    ,
    Alan J. Lutenegger
    DOI: 10.1061/(ASCE)1090-0241(2004)130:8(872)
    Publisher: American Society of Civil Engineers
    Abstract: Results of laboratory oedometer tests on reconstituted specimens of four clays prepared at different initial water contents, ranging from the liquid limit to 1.75 times the liquid limit, show that the intrinsic compression line may not be “unique” for a given soil. This suggests that the “intrinsic” parameter
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      Determining Intrinsic Compressibility of Fine-Grained Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52555
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    contributor authorAmy B. Cerato
    contributor authorAlan J. Lutenegger
    date accessioned2017-05-08T21:28:02Z
    date available2017-05-08T21:28:02Z
    date copyrightAugust 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A8%28872%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52555
    description abstractResults of laboratory oedometer tests on reconstituted specimens of four clays prepared at different initial water contents, ranging from the liquid limit to 1.75 times the liquid limit, show that the intrinsic compression line may not be “unique” for a given soil. This suggests that the “intrinsic” parameter
    publisherAmerican Society of Civil Engineers
    titleDetermining Intrinsic Compressibility of Fine-Grained Soils
    typeJournal Paper
    journal volume130
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:8(872)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    contenttypeFulltext
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