Influence of calcined kaolin on mortar properties

被引:110
作者
Said-Mansour, Mohamed [1 ]
Kadri, El-Hadj [2 ]
Kenai, Said [1 ]
Ghrici, Mohamed [3 ]
Bennaceur, Rachid [2 ]
机构
[1] Univ Blida, Geomat Lab, Dept Civil Engn, Blida, Algeria
[2] Univ Cergy Pontoise, Lab L2MGC, F-9500 Cergy Pontoise, France
[3] Univ Chelef, Dept Civil Engn, Chelef, Algeria
关键词
Kaolin; Calcinations; Metakaolin; Temperature; Hydration heat; Compressive strength; Durability; PORE-SIZE DISTRIBUTION; POZZOLANIC REACTION; CEMENT MORTARS; HEAT EVOLUTION; METAKAOLIN; HYDRATION; CONCRETE; PASTES;
D O I
10.1016/j.conbuildmat.2010.11.017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of calcined clay, in the form of metakaolin (MK), as a pozzolanic material for mortar and concrete has received considerable attention in recent years. The present paper describes the results of a research project initiated to study the calcination of local kaolin at various temperatures (650-950 degrees C) and durations (2,3 and 4 h) to produce MK with a high pozzolanic activity. The pozzolanic activity was assessed by 28-days compressive strength and hydration heat methods. The maximum identified activity was obtained at 850 degrees C for 3 h duration. An increase of both hydration heat and compressive strength was obtained when ordinary Portland cement was replaced by 10% MK. The use of ternary blended cement improves the early age and the long-term compressive strength. The durability was also enhanced as better acidic resistance was observed. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2275 / 2282
页数:8
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