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    Stress-Strain Responses of Block Samples of Compressible Chicago Glacial Clays

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Wanjei Cho
    ,
    Richard J. Finno
    DOI: 10.1061/(ASCE)GT.1943-5606.0000186
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results and analysis of a laboratory investigation of the behavior of lightly overconsolidated compressible Chicago glacial clays over a wide strain range. Each specimen was trimmed from high quality block samples taken from an excavation in Evanston, Illinois. Specimens were instrumented with three sets of bender elements and local LVDTs. After
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      Stress-Strain Responses of Block Samples of Compressible Chicago Glacial Clays

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61955
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    contributor authorWanjei Cho
    contributor authorRichard J. Finno
    date accessioned2017-05-08T21:46:32Z
    date available2017-05-08T21:46:32Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61955
    description abstractThis paper presents the results and analysis of a laboratory investigation of the behavior of lightly overconsolidated compressible Chicago glacial clays over a wide strain range. Each specimen was trimmed from high quality block samples taken from an excavation in Evanston, Illinois. Specimens were instrumented with three sets of bender elements and local LVDTs. After
    publisherAmerican Society of Civil Engineers
    titleStress-Strain Responses of Block Samples of Compressible Chicago Glacial Clays
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000186
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    contenttypeFulltext
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