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    Strain Rate Effects in Model Pressuremeter Testing

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author:
    Dayakar Penumadu
    ,
    Jean-Lou Chameau
    DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1051)
    Publisher: American Society of Civil Engineers
    Abstract: A series of one-eighth-scale strain controlled model pressuremeter tests were performed using an automated flexible wall calibration chamber testing system. Undrained model pressuremeter tests were performed with and without the internal pore-water pressure measuring piezometer needles at radial strain rates ranging from 1 to 8%/min in a controlled laboratory setup in beds of kaolin clay prepared with known stress histories. Reference strength and deformations properties were determined using one-dimensional consolidation, isotropically consolidated undrained compression (CIUC) and
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      Strain Rate Effects in Model Pressuremeter Testing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51265
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorDayakar Penumadu
    contributor authorJean-Lou Chameau
    date accessioned2017-05-08T21:25:58Z
    date available2017-05-08T21:25:58Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A11%281051%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51265
    description abstractA series of one-eighth-scale strain controlled model pressuremeter tests were performed using an automated flexible wall calibration chamber testing system. Undrained model pressuremeter tests were performed with and without the internal pore-water pressure measuring piezometer needles at radial strain rates ranging from 1 to 8%/min in a controlled laboratory setup in beds of kaolin clay prepared with known stress histories. Reference strength and deformations properties were determined using one-dimensional consolidation, isotropically consolidated undrained compression (CIUC) and
    publisherAmerican Society of Civil Engineers
    titleStrain Rate Effects in Model Pressuremeter Testing
    typeJournal Paper
    journal volume123
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:11(1051)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    contenttypeFulltext
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