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Effects of Nano-CaCO3 on the Compressive Strength and Microstructure of High Strength Concrete in Different Curing Temperature

Journal Applied Mechanics and Materials (Volumes 121 - 126)
Volume Frontiers of Manufacturing and Design Science II
Edited by Dongye Sun, Wen-Pei Sung and Ran Chen
Pages 126-131
DOI 10.4028/www.scientific.net/AMM.121-126.126
Citation Qing Lei Xu et al., 2011, Applied Mechanics and Materials, 121-126, 126
Online since October, 2011
Authors Qing Lei Xu, Tao Meng, Miao Zhou Huang
Keywords Compressive Strength, Concrete, Low Temperature Curing, Nano-CaCO3, XRD Spectrum
Abstract

In this paper, effects of nano-CaCO3 on compressive strength and Microstructure of high strength concrete in standard curing temperature(21±1℃) and low curing temperature(6.5±1℃) was studied. In order to improve the early strength of the concrete in low temperature, the early strength agent calcium nitrite was added into. Test results indicated that 0.5% dosage of nano-CaCO3 could inhibit the effect of calcium nitrite as early strength agent, but 1% and 2% dosage of nano-CaCO3 could improve the strength of the concrete by 13% and 18% in standard curing temperature and by 17% and 14% in low curing temperature at the age of 3days. According to the XRD spectrum, with the dosage up to 1% to 2%, nano-CaCO3 can change the orientation index significantly, leading to the improvement of strength of concrete both in standard curing temperature and low curing temperature.

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