Technical Papers
May 9, 2018

Testing of Rheological Properties of Concrete Mixtures Using a Special Vibroviscometer

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 7

Abstract

The rheological properties of concrete mixtures are presently important when new technologies for transporting, handling, placing, and compacting concrete are used in new concrete construction technologies. A new methodology and equipment, the remolding type viscometer, was developed for testing the rheological properties of concrete mixtures. During the vibration, the flowing time of the concrete mixture from an inner cylinder to a cylindrical vessel with different pressure is measured and the rheological characteristics, the yield stresses and viscosity, are calculated according to the developed equations. By using this equipment the rheological behaviors of concrete mixtures (thixotropy and dilatancy) can be analyzed. This testing methodology can be used to optimize the proportions of different concrete mixtures addressing factors such as aggregate granulometry, admixtures dosage optimization, and other considerations. Experiments were conducted with vibrated concrete mixtures having sand content from 50 to 75% in the aggregate mixture. The yield stresses, viscosity, and dilatancy of concrete mixtures were calculated according to the abovementioned testing methodology. The tests revealed that the rheological curves of the concrete mixture are not linear as in Bingham’s model but have a curved shape. Increasing the sand content in the aggregate from 50 to 65% increases the yield stress of concrete mixture approximately 1.5 times and afterward remains constant. The lowest viscosity and highest workability is obtained with the sand content in the aggregate ranging between 50 and 65%. The lowest values of dilatancy index were obtained with the sand content in the aggregate ranging within 50–65%.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 7July 2018

History

Received: Aug 17, 2017
Accepted: Nov 20, 2017
Published online: May 9, 2018
Published in print: Jul 1, 2018
Discussion open until: Oct 9, 2018

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Mindaugas Daukšys, Ph.D. [email protected]
Professor, Dept. of Construction Technologies, Faculty of Civil Engineering and Technologies, Kaunas Univ. of Technology, Studentų St. 48, LT-51367 Kaunas, Lithuania (corresponding author). Email: [email protected]
Gintautas Skripkiūnas, Ph.D. [email protected]
Professor, Dept. of Building Materials, Faculty of Civil Engineering, Vilnius Gediminas Technical Univ., Saulėtekio av. 11, LT-10223 Vilnius, Lithuania. Email: [email protected]

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