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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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