Electrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 1
Abstract
This study presents the electrical resistivity responses of saturated cement pastes undergoing cyclic freeze-thaw (F-T) action. An ordinary cement paste (OPC) and a blended paste (CS) containing ground granulated blast-furnace slag were used for the tests, and both pastes had water to binder ratios of 0.5. As the temperature decreases, the electrical resistivity increases. With increasing number of F-T cycles, the maximum electrical resistivity increases, revealing progressive frost damage. The pronounced frost damage has also been evidenced by the loss of compressive strength and the appearance of visible cracks for both OPC and CS samples. During freezing, discontinuities arise in the electrical resistivity versus temperature curves for both OPC and CS samples, implying the occurrence of ice nucleation. Moreover, the ice nucleation temperature increases with F-T cycle number for all samples. The logarithm of electrical resistivity is a linear function of temperature after ice nucleation: . Both and increase linearly with F-T cycle number. The strong correlations between and , and provide evidence that these parameters could be capable to assess F-T damage of cement pastes.
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Acknowledgments
The authors acknowledge the financial support from National Natural Science Foundation of China (Grant No. 51320105016). Dr. Qiang Zeng also thanks the general financial grant from the China postdoctoral science foundation (No. 2012M520288).
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© 2014 American Society of Civil Engineers.
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Received: Oct 13, 2013
Accepted: Jan 27, 2014
Published online: Jan 29, 2014
Discussion open until: Dec 8, 2014
Published in print: Jan 1, 2015
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