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    Effect of Penetration Rate on Penetrometer Resistance in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author:
    Shin Fun Chung
    ,
    Mark F. Randolph
    ,
    James A. Schneider
    DOI: 10.1061/(ASCE)1090-0241(2006)132:9(1188)
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate (“normal”) and variable rate (“twitch”) penetration tests, where the penetration rate was successively halved over eight steps with the penetrometer advanced by one or two diameters in each step, were undertaken in the beam centrifuge at the University of Western Australia. The tests were conducted on samples reconstituted from clay collected from the Burswood site in Western Australia. The twitch tests showed higher penetration resistance than the corresponding normal tests after the penetration rate had been reduced by a factor of 16 due to cumulative effects of partial consolidation. The penetration rate at which the resistance started to increase due to partial consolidation was used to estimate the consolidation coefficient,
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      Effect of Penetration Rate on Penetrometer Resistance in Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52991
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    contributor authorShin Fun Chung
    contributor authorMark F. Randolph
    contributor authorJames A. Schneider
    date accessioned2017-05-08T21:28:42Z
    date available2017-05-08T21:28:42Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A9%281188%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52991
    description abstractThis paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate (“normal”) and variable rate (“twitch”) penetration tests, where the penetration rate was successively halved over eight steps with the penetrometer advanced by one or two diameters in each step, were undertaken in the beam centrifuge at the University of Western Australia. The tests were conducted on samples reconstituted from clay collected from the Burswood site in Western Australia. The twitch tests showed higher penetration resistance than the corresponding normal tests after the penetration rate had been reduced by a factor of 16 due to cumulative effects of partial consolidation. The penetration rate at which the resistance started to increase due to partial consolidation was used to estimate the consolidation coefficient,
    publisherAmerican Society of Civil Engineers
    titleEffect of Penetration Rate on Penetrometer Resistance in Clay
    typeJournal Paper
    journal volume132
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:9(1188)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    contenttypeFulltext
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