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    Vertical Yield Stress of Pisa Clay from Piezocone Tests

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author:
    Michele Jamiolkowski
    ,
    Maria Cristina Pepe
    DOI: 10.1061/(ASCE)1090-0241(2001)127:10(893)
    Publisher: American Society of Civil Engineers
    Abstract: A database containing seismic piezocone soundings performed in the geotechnically well-characterized Pisa clay has been used to verify the validity of the existing empirical relationships linking vertical yield stress to normalized cone resistance. Yield stresses from odometer tests performed on high-quality undisturbed samples were used as reference values.
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      Vertical Yield Stress of Pisa Clay from Piezocone Tests

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51973
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    contributor authorMichele Jamiolkowski
    contributor authorMaria Cristina Pepe
    date accessioned2017-05-08T21:27:06Z
    date available2017-05-08T21:27:06Z
    date copyrightOctober 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A10%28893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51973
    description abstractA database containing seismic piezocone soundings performed in the geotechnically well-characterized Pisa clay has been used to verify the validity of the existing empirical relationships linking vertical yield stress to normalized cone resistance. Yield stresses from odometer tests performed on high-quality undisturbed samples were used as reference values.
    publisherAmerican Society of Civil Engineers
    titleVertical Yield Stress of Pisa Clay from Piezocone Tests
    typeJournal Paper
    journal volume127
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:10(893)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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