2014
DOI: 10.1007/s40069-014-0084-1
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Prediction of Concrete Pumping Using Various Rheological Models

Abstract: When concrete is being transported through a pipe, the lubrication layer is formed at the interface between concrete and the pipe wall and is the major factor facilitating concrete pumping. A possible mechanism that illustrates to the formation of the layer is the shear-induced particle migration and determining the rheological parameters is a paramount factor to simulate the concrete flow in pipe. In this study, numerical simulations considering various rheological models in the shear-induced particle migrati… Show more

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Cited by 42 publications
(14 citation statements)
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References 21 publications
(39 reference statements)
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“…In addition Mahaut et al [32] postulated that "the structuration rate Athix has the same dependence on the coarse particle volume fraction as the yield stress". Similar models for relating properties of a suspension to suspending paste are presented and discussed in [33][34][35]. These findings imply that the parameters identified through a proposed approach on a concrete with finer aggregates could be applied to concrete with coarse aggregates using a factor similar to that of Eq.…”
Section: Additional Commentssupporting
confidence: 55%
“…In addition Mahaut et al [32] postulated that "the structuration rate Athix has the same dependence on the coarse particle volume fraction as the yield stress". Similar models for relating properties of a suspension to suspending paste are presented and discussed in [33][34][35]. These findings imply that the parameters identified through a proposed approach on a concrete with finer aggregates could be applied to concrete with coarse aggregates using a factor similar to that of Eq.…”
Section: Additional Commentssupporting
confidence: 55%
“…Numerical models can help in understanding the SIPM during pumping and characteristics of LL, as well as predicting pumping pressures. However, such tools have so far been simplified by the assumption of either a single-fluid homogeneous medium [23,24,25,28,34] or discrete granular elements [35]. In the case of concretes with high granular fractions, the interactions between aggregate and paste are crucial.…”
Section: Pumpingmentioning
confidence: 99%
“…In order to obtain this type of pumpability, the mix must be dense, cohesive, and have a sufficient paste and mortar fraction to minimize voidage. The mortar volume required depends on the line size, efficiency of concrete pump, and pressure available for pumping the concrete [27,28].…”
Section: Concrete For Pumpingmentioning
confidence: 99%