YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • 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

    Geotechnical Properties of a New Transparent Clay

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author:
    Gangqiang Kong
    ,
    Yang Zhou
    ,
    Qing Yang
    ,
    Chengqing Wang
    ,
    Yonghui Chen
    DOI: 10.1061/(ASCE)GM.1943-5622.0001880
    Publisher: ASCE
    Abstract: This paper presents a study of the mechanical properties of a synthetic transparent clay to be used in physical geotechnical models. The manufacturing processes of a synthetic transparent clay consisting of Carbopol polymers, NaOH powder, and distilled water were briefly introduced. The transparency of the synthetic transparent clay influenced by the sample thickness and the mixture of Carbopol materials was assessed by the modulation transfer function (MTF) method. For the synthetic transparent clay with the 0.75% Carbopol material mixture, the clear visible depth was approximately 30–40 cm. The geotechnical properties of the clay with this mixture were measured in detail. The permeability (permeability test) and thermal conductivity (thermal conductivity test) of the synthetic transparent clay with a specific U10 mixture were 5.3 × 10−7 cm/s and 0.62–0.72 W · M−1 · K−1, respectively. These analyses demonstrated that synthetic transparent clay exhibits macroscopic geotechnical properties comparable to those of very soft clay and could be used to simulate submarine landslides.
    • Download: (1.334Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Geotechnical Properties of a New Transparent Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268870
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorGangqiang Kong
    contributor authorYang Zhou
    contributor authorQing Yang
    contributor authorChengqing Wang
    contributor authorYonghui Chen
    date accessioned2022-01-30T21:48:20Z
    date available2022-01-30T21:48:20Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001880.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268870
    description abstractThis paper presents a study of the mechanical properties of a synthetic transparent clay to be used in physical geotechnical models. The manufacturing processes of a synthetic transparent clay consisting of Carbopol polymers, NaOH powder, and distilled water were briefly introduced. The transparency of the synthetic transparent clay influenced by the sample thickness and the mixture of Carbopol materials was assessed by the modulation transfer function (MTF) method. For the synthetic transparent clay with the 0.75% Carbopol material mixture, the clear visible depth was approximately 30–40 cm. The geotechnical properties of the clay with this mixture were measured in detail. The permeability (permeability test) and thermal conductivity (thermal conductivity test) of the synthetic transparent clay with a specific U10 mixture were 5.3 × 10−7 cm/s and 0.62–0.72 W · M−1 · K−1, respectively. These analyses demonstrated that synthetic transparent clay exhibits macroscopic geotechnical properties comparable to those of very soft clay and could be used to simulate submarine landslides.
    publisherASCE
    titleGeotechnical Properties of a New Transparent Clay
    typeJournal Paper
    journal volume20
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001880
    page7
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    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