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    Laboratory Study of Pressuremeter Tests in Clays

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author:
    A. B. Huang
    ,
    R. D. Holtz
    ,
    J. L. Chameau
    DOI: 10.1061/(ASCE)0733-9410(1991)117:10(1549)
    Publisher: American Society of Civil Engineers
    Abstract: A series of strain‐controlled model pressuremeter tests were performed in cohesive soils inside a calibration chamber. Stress disturbance was introduced by unloading or preloading surrounding soil prior to the pressuremeter expansion. Pressuremeter tests with variable strain rates were also performed without the stress disturbance. The chamber testing technique enabled these tests to be conducted under highly controlled and repeatable conditions. Comparisons were made with
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      Laboratory Study of Pressuremeter Tests in Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20722
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    • Journal of Geotechnical Engineering

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    contributor authorA. B. Huang
    contributor authorR. D. Holtz
    contributor authorJ. L. Chameau
    date accessioned2017-05-08T20:35:52Z
    date available2017-05-08T20:35:52Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A10%281549%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20722
    description abstractA series of strain‐controlled model pressuremeter tests were performed in cohesive soils inside a calibration chamber. Stress disturbance was introduced by unloading or preloading surrounding soil prior to the pressuremeter expansion. Pressuremeter tests with variable strain rates were also performed without the stress disturbance. The chamber testing technique enabled these tests to be conducted under highly controlled and repeatable conditions. Comparisons were made with
    publisherAmerican Society of Civil Engineers
    titleLaboratory Study of Pressuremeter Tests in Clays
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:10(1549)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    contenttypeFulltext
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