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

    Undrained Shear Strength of Pleistocene Clay in Osaka Bay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author:
    Yoichi Watabe
    ,
    Takashi Tsuchida
    ,
    Kakuichiro Adachi
    DOI: 10.1061/(ASCE)1090-0241(2002)128:3(216)
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the undrained shear characteristics of Holocene and Pleistocene clay samples from depths of 20–200 m under the seabed in Osaka Bay. Automated triaxial
    • Download: (440.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Undrained Shear Strength of Pleistocene Clay in Osaka Bay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52155
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorYoichi Watabe
    contributor authorTakashi Tsuchida
    contributor authorKakuichiro Adachi
    date accessioned2017-05-08T21:27:25Z
    date available2017-05-08T21:27:25Z
    date copyrightMarch 2002
    date issued2002
    identifier other%28asce%291090-0241%282002%29128%3A3%28216%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52155
    description abstractThis study presents the undrained shear characteristics of Holocene and Pleistocene clay samples from depths of 20–200 m under the seabed in Osaka Bay. Automated triaxial
    publisherAmerican Society of Civil Engineers
    titleUndrained Shear Strength of Pleistocene Clay in Osaka Bay
    typeJournal Paper
    journal volume128
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2002)128:3(216)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 003
    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