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    Miniature Cone Tip Resistance on Sand in a Centrifuge

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author:
    Jae Hyun Kim
    ,
    Yun Wook Choo
    ,
    Dong Joon Kim
    ,
    Dong Soo Kim
    DOI: 10.1061/(ASCE)GT.1943-5606.0001425
    Publisher: American Society of Civil Engineers
    Abstract: Miniature cone penetration tests were conducted in centrifuge models to investigate the effects of various testing conditions on the tip resistance including the particle size, centrifugal acceleration related to stress level and prototype cone diameter, container wall boundary, and penetration rate. Two sand materials were selected: (1) Saemangeum and (2) silica sands. The former is natural sand with high fine contents and the latter is clean sand. A series of penetration tests was performed in six saturated soil models using an in-flight robot. Three Saemangeum sand models were prepared by means of the moist compaction method. The silica sand models were made by the air-pluviation method. Modeling of models was adopted to investigate the particle size effect using 7-, 10-, and 13-mm-diameter cones. The centrifugal acceleration effect also was studied by comparing the tip resistance profiles obtained at different g-levels using the 10-mm-diameter miniature cone. The results indicated that the particle size effect was negligible for both sands using 7- to 13-mm-diameter cones. However, the tip resistance decreased with increasing g-level at a shallower depth than a given critical depth (
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      Miniature Cone Tip Resistance on Sand in a Centrifuge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81800
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJae Hyun Kim
    contributor authorYun Wook Choo
    contributor authorDong Joon Kim
    contributor authorDong Soo Kim
    date accessioned2017-05-08T22:30:44Z
    date available2017-05-08T22:30:44Z
    date copyrightMarch 2016
    date issued2016
    identifier other47632773.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81800
    description abstractMiniature cone penetration tests were conducted in centrifuge models to investigate the effects of various testing conditions on the tip resistance including the particle size, centrifugal acceleration related to stress level and prototype cone diameter, container wall boundary, and penetration rate. Two sand materials were selected: (1) Saemangeum and (2) silica sands. The former is natural sand with high fine contents and the latter is clean sand. A series of penetration tests was performed in six saturated soil models using an in-flight robot. Three Saemangeum sand models were prepared by means of the moist compaction method. The silica sand models were made by the air-pluviation method. Modeling of models was adopted to investigate the particle size effect using 7-, 10-, and 13-mm-diameter cones. The centrifugal acceleration effect also was studied by comparing the tip resistance profiles obtained at different g-levels using the 10-mm-diameter miniature cone. The results indicated that the particle size effect was negligible for both sands using 7- to 13-mm-diameter cones. However, the tip resistance decreased with increasing g-level at a shallower depth than a given critical depth (
    publisherAmerican Society of Civil Engineers
    titleMiniature Cone Tip Resistance on Sand in a Centrifuge
    typeJournal Paper
    journal volume142
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001425
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian