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

    Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008::page 04021125-1
    Author:
    Ali Shirmohammadi
    ,
    Masoud Hajialilue-Bonab
    ,
    Davood Dadras-Ajirloo
    DOI: 10.1061/(ASCE)GM.1943-5622.0002109
    Publisher: ASCE
    Abstract: The design and maintenance of embankments is still a challenge in practical geotechnical engineering because of some features of soft sensitive soil behavior that are not considered in conventional methods. These features originate from the soil structure, including soil anisotropy, interparticle bonding, and decay as a result of the loading and deformation process. In recent years, many efforts have been made to incorporate the aforementioned features in various soil constitutive models. However, their application in practical geotechnical engineering is limited, owing to the complexity of the models, a number of parameters, and difficulties in the implementation in a computer code. The aim of this study is to modify a simple anisotropic constitutive model (SANICLAY) in order to take into account destructuration, named SANICLAY-D, and its implementation in computer code with a simple and robust algorithm. The capability of the proposed soil model in simulating the effects of the aforementioned soil features on the behavior of the well-known Test Embankment A constructed at Saint-Alban, Quebec, Canada, is explored. This model predicts, with sufficient accuracy, the effect of anisotropy on embankment failure behavior, especially the height and the failure surface, despite its simplicity.
    • Download: (2.356Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4271444
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorAli Shirmohammadi
    contributor authorMasoud Hajialilue-Bonab
    contributor authorDavood Dadras-Ajirloo
    date accessioned2022-02-01T00:26:40Z
    date available2022-02-01T00:26:40Z
    date issued8/1/2021
    identifier other%28ASCE%29GM.1943-5622.0002109.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271444
    description abstractThe design and maintenance of embankments is still a challenge in practical geotechnical engineering because of some features of soft sensitive soil behavior that are not considered in conventional methods. These features originate from the soil structure, including soil anisotropy, interparticle bonding, and decay as a result of the loading and deformation process. In recent years, many efforts have been made to incorporate the aforementioned features in various soil constitutive models. However, their application in practical geotechnical engineering is limited, owing to the complexity of the models, a number of parameters, and difficulties in the implementation in a computer code. The aim of this study is to modify a simple anisotropic constitutive model (SANICLAY) in order to take into account destructuration, named SANICLAY-D, and its implementation in computer code with a simple and robust algorithm. The capability of the proposed soil model in simulating the effects of the aforementioned soil features on the behavior of the well-known Test Embankment A constructed at Saint-Alban, Quebec, Canada, is explored. This model predicts, with sufficient accuracy, the effect of anisotropy on embankment failure behavior, especially the height and the failure surface, despite its simplicity.
    publisherASCE
    titleApplication of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure
    typeJournal Paper
    journal volume21
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002109
    journal fristpage04021125-1
    journal lastpage04021125-17
    page17
    treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008
    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