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    Experimental Investigation on Principal Stress Rotation in Kaolin Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Han Lin
    ,
    Dayakar Penumadu
    DOI: 10.1061/(ASCE)1090-0241(2005)131:5(633)
    Publisher: American Society of Civil Engineers
    Abstract: A combined axial–torsional testing system was developed to investigate the effect of rotation of principal stresses on the three-dimensional mechanical behavior of Kaolin clay. Uniform and reproducible cohesive specimens having a specimen shape of a hollow cylinder were obtained using a two-stage slurry consolidation technique. Precise stress paths (triaxial compression to pure torsional shear to triaxial extension), corresponding to a fixed rotation of the major principal stress axis, were achieved by using the proportional-integral-derivative (PID) feedback control technique. Kaolin clay specimens were tested under a variety of stress paths associated with a constant principal stress rotation angle
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      Experimental Investigation on Principal Stress Rotation in Kaolin Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52701
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorHan Lin
    contributor authorDayakar Penumadu
    date accessioned2017-05-08T21:28:14Z
    date available2017-05-08T21:28:14Z
    date copyrightMay 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A5%28633%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52701
    description abstractA combined axial–torsional testing system was developed to investigate the effect of rotation of principal stresses on the three-dimensional mechanical behavior of Kaolin clay. Uniform and reproducible cohesive specimens having a specimen shape of a hollow cylinder were obtained using a two-stage slurry consolidation technique. Precise stress paths (triaxial compression to pure torsional shear to triaxial extension), corresponding to a fixed rotation of the major principal stress axis, were achieved by using the proportional-integral-derivative (PID) feedback control technique. Kaolin clay specimens were tested under a variety of stress paths associated with a constant principal stress rotation angle
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation on Principal Stress Rotation in Kaolin Clay
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:5(633)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    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
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