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Influence of Curing on the Strength Development of Calcium-Containing Geopolymer Mortar
School of Civil Engineering, Harbin Institute of Technology, Harbin 150006, China
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Received: 12 September 2013; in revised form: 23 October 2013 / Accepted: 29 October 2013 / Published: 7 November 2013
Abstract: This paper investigated the curing effects on the mechanical properties of calcium-containing geopolymer mortar. Three precursors are used: Class C fly ash, Class F fly ash plus calcium hydroxide and Class F fly ash plus slag. Curing conditions included: (1) standard curing at 20 ± 3 °C and RH 95% (C); (2) steam curing at 60 °C for 24 h (S); (3) steam curing at 60 °C for 6 h (S6); and (4) oven curing at 60 °C for 24 h (O), then the latter three followed by the standard curing. Under the standard conditions, the flexural strength and compressive strength of Class C fly ash geopolymer mortars developed quickly until the age of 7 days, followed by a gradual increase. Specimens with Class F fly ash plus Ca(OH)2 showed slow increase till the age of 28 days. Under these non-standard conditions (2–4), all specimens showed higher 3-day strength, while later strengths were either higher or lower than those in standard conditions, depending on the type of the precursor.
Keywords: geopolymer mortar; fly ash; calcium; curing conditions; strength development
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MDPI and ACS Style
Li, X.; Wang, Z.; Jiao, Z. Influence of Curing on the Strength Development of Calcium-Containing Geopolymer Mortar. Materials 2013, 6, 5069-5076.
Li X, Wang Z, Jiao Z. Influence of Curing on the Strength Development of Calcium-Containing Geopolymer Mortar. Materials. 2013; 6(11):5069-5076.
Li, Xueying; Wang, Zheng; Jiao, Zhenzhen. 2013. "Influence of Curing on the Strength Development of Calcium-Containing Geopolymer Mortar." Materials 6, no. 11: 5069-5076.