Technical Papers
Apr 8, 2019

Rheological Properties of Cement Pastes with Polycarboxylate Superplasticizers of Varied Backbone Stiffness

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 6

Abstract

Polycarboxylate (PCE) superplasticizers greatly affect the rheological properties of cementitious materials. Yet, the systematical influence of the PCE structure parameter on the rheological properties of cement paste is not so clear. The authors investigated the effect of backbone methyl group content (backbone stiffness) of PCE samples on the yield stress, residual viscosity, and apparent viscosity of cement pastes at varied water-to-cement ratios (wc ratios). An obvious difference was observed at low wc ratio, which relied on the particle separation distance H. The solution viscosity affected the apparent viscosity through the contribution to plastic viscosity at low wc ratio. At high wc ratio, the difference between PCE samples was small at consistent fluidity of cement paste due to consistent packing density and H. At low wc ratio, large amount of PCE molecules remained unadsorbed. The value of H approached its largest value and the apparent viscosity of cement pastes depended on the balance effect of H and viscosity of the continuous phase. Due to the high backbone stiffness, PCE of high backbone methyl group content exhibited high adsorption affinity and high solution viscosity, yet a small size of a single molecule after adsorption. At low wc ratio, H was small and the solution viscosity was high. The apparent viscosity of cement paste was therefore high.

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Acknowledgments

This work was supported by the National Key Research and Development Program of China (2017YFB0310100) and Key Consulting Project of the Chinese Academy of Engineering (2016-XZ-13).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 6June 2019

History

Received: Jun 11, 2018
Accepted: Dec 10, 2018
Published online: Apr 8, 2019
Published in print: Jun 1, 2019
Discussion open until: Sep 8, 2019

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Xin Shu
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China.
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China. ORCID: https://orcid.org/0000-0002-8488-9833
Yong Yang
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China.
Xiumei Wang
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China.
Qian Zhang
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China.
Hongxia Zhao
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China.
Qianping Ran [email protected]
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, Jiangsu 210008, China (corresponding author). Email: [email protected]
Jiaping Liu
Professor, School of Material Science and Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China.

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