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

    Assessment of the Dynamic Properties of Holocene Peat

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author:
    C. Zwanenburg
    ,
    M. Konstadinou
    ,
    P. Meijers
    ,
    M. Goudarzy
    ,
    D. König
    ,
    R. Dyvik
    ,
    B. Carlton
    ,
    J. van Elk
    ,
    D. Doornhof
    ,
    M. Korff
    DOI: 10.1061/(ASCE)GT.1943-5606.0002259
    Publisher: ASCE
    Abstract: The dynamic behavior of a peat deposit in the north of the Netherlands is described. The organic content ranges from 70% to 95%, which is high compared to the organic content generally presented in publications on the dynamic behavior of peats. Shear wave velocities vs and correspondingly small-strain shear moduli G0 closely match values stated in the literature. Correlations stated in the literature for predicting G0 proved to be applicable. Resonant column and cyclic direct simple shear tests were performed to establish the shear modulus reduction curves and damping curves. Excess pore pressure development during testing indicates dilatant behavior. The general trend shows nearly flat shear modulus reduction and damping curves at small strains regardless of organic content. Cyclic direct simple shear tests on humified material showed a larger pore pressure buildup than found in tests on non-to-moderately humified material. Differences in degree of humification did not result in significant differences in the shear modulus reduction curve, including G0 values. Large scatter was found in the damping curves. For the humified material, tested at low stress level, a discontinuity in the damping curve is found at shear strain of 3%, which corresponds to a rapid pore pressure buildup in the tests.
    • Download: (5.606Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Assessment of the Dynamic Properties of Holocene Peat

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4265807
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorC. Zwanenburg
    contributor authorM. Konstadinou
    contributor authorP. Meijers
    contributor authorM. Goudarzy
    contributor authorD. König
    contributor authorR. Dyvik
    contributor authorB. Carlton
    contributor authorJ. van Elk
    contributor authorD. Doornhof
    contributor authorM. Korff
    date accessioned2022-01-30T19:41:47Z
    date available2022-01-30T19:41:47Z
    date issued2020
    identifier other%28ASCE%29GT.1943-5606.0002259.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265807
    description abstractThe dynamic behavior of a peat deposit in the north of the Netherlands is described. The organic content ranges from 70% to 95%, which is high compared to the organic content generally presented in publications on the dynamic behavior of peats. Shear wave velocities vs and correspondingly small-strain shear moduli G0 closely match values stated in the literature. Correlations stated in the literature for predicting G0 proved to be applicable. Resonant column and cyclic direct simple shear tests were performed to establish the shear modulus reduction curves and damping curves. Excess pore pressure development during testing indicates dilatant behavior. The general trend shows nearly flat shear modulus reduction and damping curves at small strains regardless of organic content. Cyclic direct simple shear tests on humified material showed a larger pore pressure buildup than found in tests on non-to-moderately humified material. Differences in degree of humification did not result in significant differences in the shear modulus reduction curve, including G0 values. Large scatter was found in the damping curves. For the humified material, tested at low stress level, a discontinuity in the damping curve is found at shear strain of 3%, which corresponds to a rapid pore pressure buildup in the tests.
    publisherASCE
    titleAssessment of the Dynamic Properties of Holocene Peat
    typeJournal Paper
    journal volume146
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002259
    page04020049
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    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