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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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