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    Analysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011::page 04021201-1
    Author:
    Qian-qing Zhang
    ,
    Hai-tao Li
    ,
    Wei Cui
    ,
    Yi-hua Zhao
    ,
    Shao-lei Wang
    ,
    Fei Xu
    DOI: 10.1061/(ASCE)GM.1943-5622.0002144
    Publisher: ASCE
    Abstract: To get an accurate bearing capacity of a postgrouting pile, the range of grout diffusion should be considered in practice. Considering the time-dependent behavior of power-law cement grout viscosity, calculation methods are proposed to determine the diffusion radius and the climbing height of the grout. Moreover, an iterative calculation method is established to compute the climbing height of the grout along a single pile embedded in layered soils. Four cases reported in the literature are used to demonstrate the effectiveness and accuracy of the proposed calculation methods. The calculation results show that the computed grout diffusion radius and climbing height of the grout are in good agreement with the measured value. For practical purposes, to get an accurate prediction on the bearing capacity of postgrouting pile, the time-dependent behavior of grout viscosity should be considered.
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      Analysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4272223
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    • International Journal of Geomechanics

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    contributor authorQian-qing Zhang
    contributor authorHai-tao Li
    contributor authorWei Cui
    contributor authorYi-hua Zhao
    contributor authorShao-lei Wang
    contributor authorFei Xu
    date accessioned2022-02-01T21:53:00Z
    date available2022-02-01T21:53:00Z
    date issued11/1/2021
    identifier other%28ASCE%29GM.1943-5622.0002144.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272223
    description abstractTo get an accurate bearing capacity of a postgrouting pile, the range of grout diffusion should be considered in practice. Considering the time-dependent behavior of power-law cement grout viscosity, calculation methods are proposed to determine the diffusion radius and the climbing height of the grout. Moreover, an iterative calculation method is established to compute the climbing height of the grout along a single pile embedded in layered soils. Four cases reported in the literature are used to demonstrate the effectiveness and accuracy of the proposed calculation methods. The calculation results show that the computed grout diffusion radius and climbing height of the grout are in good agreement with the measured value. For practical purposes, to get an accurate prediction on the bearing capacity of postgrouting pile, the time-dependent behavior of grout viscosity should be considered.
    publisherASCE
    titleAnalysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity
    typeJournal Paper
    journal volume21
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002144
    journal fristpage04021201-1
    journal lastpage04021201-10
    page10
    treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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