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    Full-Scale Axial Load Response of Jetted and Grouted Precast Piles in Cohesionless Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006::page 04022030
    Author:
    Sudheesh Thiyyakkandi
    ,
    Michael McVay
    ,
    C. R. Neeraj
    DOI: 10.1061/(ASCE)GT.1943-5606.0002804
    Publisher: ASCE
    Abstract: Jetted and grouted precast piles (JGPPs) are a newly developed urban-friendly deep foundation technique that employs water jetting for pile penetration and pressure grouting to enhance the axial and torsional resistance of precast piles. Previous experimental studies of JGPPs in a large test chamber setup have revealed that they can withstand very high axial loads; however, validation of the same in a typical field scenario was needed. This paper presents the pioneering study of the full-scale axial response of JGPPs in cohesionless soil condition. The study showed that JGPPs exhibit high skin and tip resistances under axial top-down loading. The paper also proposes a direct method to predict the ultimate skin resistance of JGPPs using the pressuremeter test results. The experimental results were compared with the values estimated using both the proposed and existing methods.
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      Full-Scale Axial Load Response of Jetted and Grouted Precast Piles in Cohesionless Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283634
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    contributor authorSudheesh Thiyyakkandi
    contributor authorMichael McVay
    contributor authorC. R. Neeraj
    date accessioned2022-05-07T21:21:53Z
    date available2022-05-07T21:21:53Z
    date issued2022-03-21
    identifier other(ASCE)GT.1943-5606.0002804.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283634
    description abstractJetted and grouted precast piles (JGPPs) are a newly developed urban-friendly deep foundation technique that employs water jetting for pile penetration and pressure grouting to enhance the axial and torsional resistance of precast piles. Previous experimental studies of JGPPs in a large test chamber setup have revealed that they can withstand very high axial loads; however, validation of the same in a typical field scenario was needed. This paper presents the pioneering study of the full-scale axial response of JGPPs in cohesionless soil condition. The study showed that JGPPs exhibit high skin and tip resistances under axial top-down loading. The paper also proposes a direct method to predict the ultimate skin resistance of JGPPs using the pressuremeter test results. The experimental results were compared with the values estimated using both the proposed and existing methods.
    publisherASCE
    titleFull-Scale Axial Load Response of Jetted and Grouted Precast Piles in Cohesionless Soils
    typeJournal Paper
    journal volume148
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002804
    journal fristpage04022030
    journal lastpage04022030-10
    page10
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006
    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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