2013
DOI: 10.1016/j.cemconres.2013.05.019
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Rate of thixotropic rebuilding of cement pastes modified with highly purified attapulgite clays

Abstract: This study investigates the influence of highly purified, nano-sized attapulgite clays on the rate of structural rebuilding of cement pastes. A shear rheological protocol is implemented that measures the rate of rebuilding of pastes after being broken down under shear and maintained under stress corresponding to the weight of the material. This simulates a real casting situation during which the concrete is initially in motion, then cast in place and measures how quickly it gains green strength immediately aft… Show more

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Cited by 131 publications
(44 citation statements)
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“…8-11 may be misleading due to the y-axis being based on a logarithmic scale). This increase is attributed to increases in the rigidity of the system due to the hydration [33] and other phenomena such as thixotropy [6,34]. Microstructural rebuilding forms a network that contributes to the rigidity of the system [35].…”
Section: Small Angle Oscillatory Shear (Saos)mentioning
confidence: 96%
“…8-11 may be misleading due to the y-axis being based on a logarithmic scale). This increase is attributed to increases in the rigidity of the system due to the hydration [33] and other phenomena such as thixotropy [6,34]. Microstructural rebuilding forms a network that contributes to the rigidity of the system [35].…”
Section: Small Angle Oscillatory Shear (Saos)mentioning
confidence: 96%
“…Por otro lado, cabe destacarse que en las suspensiones con 0.360% de aditivo reductor de agua de alto rango (HRWRA) y 0.41% de aditivo modificador de la viscosidad (VMA) el rango de incremento de esfuerzo de cizalla se da entre 10 s -1 y 40 s -1 , atribuyéndole esta estabilidad a el efecto espesante que confiere el aditivo VMA. En todos los casos se puede observar que el efecto tixotrópico influye en las suspensiones cambiando su viscosidad en el tiempo, y una velocidad de cizallamiento no es suficiente para destruir la microestructura por completo (Kawashima, Chaouche, Corr, & Shah, 2013) (Mostafa & Yahia, 2017 Figura 1 a) Curvas de flujo de la suspension con relación agua/cemento 0.25 cambiando la concentración de HRWRA desde 0.04%, 0.120% y 0.360% y con adición de 0.41% de VMA. b) 0.34 c) 0.40 d) 0.46…”
Section: Comportamiento Reológicounclassified
“…Metakaolin clay addition in cementhas been found to stabilize pastes, especially at prolonged mixing or higher w/b ratio [32]. And nanoclays have been shown to increase yield stress [33], apparent viscosity [34] and cohesiveness [35] of cement paste at modest dosages. Based on the results of the references studies it can be expected that nanoclays can slow particle migration, which supports that  2 corresponds to the granular phase.…”
Section: A Modified Thixotropy Model For Mortarmentioning
confidence: 99%