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

    Strength Behavior of Slurry-Like Mud Treated with Physicochemical Combination Method

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005::page 04024072-1
    Author:
    Zhi-Hao Xu
    ,
    Qian-Chan Wu
    ,
    Rong-Jun Zhang
    ,
    Si-Jie Liu
    ,
    Jun-Jie Zheng
    DOI: 10.1061/IJGNAI.GMENG-9300
    Publisher: ASCE
    Abstract: The physicochemical combination method (PCCM), improving upon the conventional pure cement solidification method (PCSM), has been developed as an integrated and sustainable approach to treat and recycle slurry-like mud (MS). To facilitate the practical design of the PCCM, it is essential to establish the relationship between the strength of PCCM-treated MS and the governing factors. In this study, a comparison is made between PCCM-treated MS and PCSM-treated MS to clarify the differences in the microstructures and strength behaviors, and the influence of some key parameters (i.e., preloading pressure p, equivalent initial water content wei, and cementitious binder content wc) on the strength behavior of PCCM-treated MS is investigated via unconfined compression tests. The results indicate that flocculants play a crucial role in increasing the ductility of PCCM-treated MS, and the preloading process further enhances the toughness of PCCM-treated MS. Moreover, empirical equations of deformation modulus (E50) and failure strain (ɛf) are formulated based on the results of unconfined compression tests. Additionally, an attempt is made to predict the unconfined compressive strength (UCS) using a simple empirical equation based on the modified water/cement ratio. The main findings are of practical significance for the optimal design and application of PCCM in treatment of MS.
    • Download: (3.350Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Strength Behavior of Slurry-Like Mud Treated with Physicochemical Combination Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4297127
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorZhi-Hao Xu
    contributor authorQian-Chan Wu
    contributor authorRong-Jun Zhang
    contributor authorSi-Jie Liu
    contributor authorJun-Jie Zheng
    date accessioned2024-04-27T22:38:00Z
    date available2024-04-27T22:38:00Z
    date issued2024/05/01
    identifier other10.1061-IJGNAI.GMENG-9300.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297127
    description abstractThe physicochemical combination method (PCCM), improving upon the conventional pure cement solidification method (PCSM), has been developed as an integrated and sustainable approach to treat and recycle slurry-like mud (MS). To facilitate the practical design of the PCCM, it is essential to establish the relationship between the strength of PCCM-treated MS and the governing factors. In this study, a comparison is made between PCCM-treated MS and PCSM-treated MS to clarify the differences in the microstructures and strength behaviors, and the influence of some key parameters (i.e., preloading pressure p, equivalent initial water content wei, and cementitious binder content wc) on the strength behavior of PCCM-treated MS is investigated via unconfined compression tests. The results indicate that flocculants play a crucial role in increasing the ductility of PCCM-treated MS, and the preloading process further enhances the toughness of PCCM-treated MS. Moreover, empirical equations of deformation modulus (E50) and failure strain (ɛf) are formulated based on the results of unconfined compression tests. Additionally, an attempt is made to predict the unconfined compressive strength (UCS) using a simple empirical equation based on the modified water/cement ratio. The main findings are of practical significance for the optimal design and application of PCCM in treatment of MS.
    publisherASCE
    titleStrength Behavior of Slurry-Like Mud Treated with Physicochemical Combination Method
    typeJournal Article
    journal volume24
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9300
    journal fristpage04024072-1
    journal lastpage04024072-13
    page13
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005
    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