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    Relating Kα to Relative State Parameter Index

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Ross W. Boulanger
    DOI: 10.1061/(ASCE)1090-0241(2003)129:8(770)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of an initial static shear stress on the undrained cyclic loading resistance of saturated sand, as observed in laboratory testing, is often expressed in terms of a correction factor,
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      Relating Kα to Relative State Parameter Index

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52379
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    contributor authorRoss W. Boulanger
    date accessioned2017-05-08T21:27:45Z
    date available2017-05-08T21:27:45Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A8%28770%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52379
    description abstractThe effect of an initial static shear stress on the undrained cyclic loading resistance of saturated sand, as observed in laboratory testing, is often expressed in terms of a correction factor,
    publisherAmerican Society of Civil Engineers
    titleRelating Kα to Relative State Parameter Index
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:8(770)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    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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