YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    CPT-Based Evaluation of Liquefaction and Lateral Spreading in Centrifuge

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author:
    Michael K. Sharp
    ,
    Ricardo Dobry
    ,
    Ryan Phillips
    DOI: 10.1061/(ASCE)GT.1943-5606.0000338
    Publisher: American Society of Civil Engineers
    Abstract: Two series of centrifuge model tests were conducted using Nevada sand. Four saturated models placed in a mildly inclined laminar box and simulating a 6-m-thick deposit were shaken inducing liquefaction effects and lateral spreading. The sand was deposited at a relative density,
    • Download: (700.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      CPT-Based Evaluation of Liquefaction and Lateral Spreading in Centrifuge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62114
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorMichael K. Sharp
    contributor authorRicardo Dobry
    contributor authorRyan Phillips
    date accessioned2017-05-08T21:46:50Z
    date available2017-05-08T21:46:50Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000353.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62114
    description abstractTwo series of centrifuge model tests were conducted using Nevada sand. Four saturated models placed in a mildly inclined laminar box and simulating a 6-m-thick deposit were shaken inducing liquefaction effects and lateral spreading. The sand was deposited at a relative density,
    publisherAmerican Society of Civil Engineers
    titleCPT-Based Evaluation of Liquefaction and Lateral Spreading in Centrifuge
    typeJournal Paper
    journal volume136
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000338
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian