Influence of the origin of metakaolin on pozzolanic reactivity of mortars

被引:17
作者
Abdelli, Kamal [1 ]
Tahlaiti, Mahfoud [2 ]
Belarbi, Rafik [3 ]
Oudjit, Mohamed Nadjib [1 ]
机构
[1] USTHB, Fac Genie Civil, LBE, BP 32, El Alia Alger, Algeria
[2] ICAM Sch Engn, Nantes, France
[3] Univ La Rochelle, Lab Sci Ingn Environm LASIE, La Rochelle, France
来源
MATERIALS & ENERGY I (2015) / MATERIALS & ENERGY II (2016) | 2017年 / 139卷
关键词
metakaolin; reactivity; pozzolanic; portlandite; mortar; CONCRETE;
D O I
10.1016/j.egypro.2017.11.201
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cement is one of the main sources of environmental impacts of concrete use. It is thus recognized that the most pragmatic solution for minimizing environmental impacts of concrete is the reduction of the cement content. This could be achieved by replacing a part of cement with mineral additions such as fly ash, blast-furnace slag or metakaolin (IVIK) during concrete mixing. In recent years, the incorporation of MK in building materials is growing. Metakaolin (Al(2)Si2O(2)) is a material obtained by calcination of kaolinite between 500 degrees C and 800 degrees C. In this study, Three MK issued from three different regions in Algeria were tested. The regions are, Jijel, Gulema and Bechar. This study aims to investigate the effects of the origin of MK blended at early age. The chemical and minalorgiques analysis (XRD, BET, SSB and SEM) show a difference in their metakaolinite content. One mortar prepared with 15% substitution rates of cement with different MK. The early-age reactivity of metakaolin-blended cement mortar was investigated. Isothermal calorimetry and compressive strength tests were performed. The hydration rate and the evolution of Ca(OH)(2) content of mortars were monitored using thermogravimetric analysis (ATG). The early age reactivity of the three MKs is very different. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:230 / 235
页数:6
相关论文
共 8 条
[1]  
Aouane A., 2007, C INT COMM STRAT GES
[2]  
CHIROIU Lucien, 2001, SEM AFPS 2001 EST DO
[3]   PHASE-RELATIONS IN THE SYSTEM CAO-AL2O3-SIO2-H2O RELEVANT TO METAKAOLIN - CALCIUM HYDROXIDE HYDRATION [J].
DESILVA, PS ;
GLASSER, FP .
CEMENT AND CONCRETE RESEARCH, 1993, 23 (03) :627-639
[4]  
Ministre de l'habitat et de l'urbanisme, MISS CTC GUID MAITR
[5]  
Pellissier V, 2004, THESIS
[6]   Metakaolin and calcined clays as pozzolans for concrete: a review [J].
Sabir, BB ;
Wild, S ;
Bai, J .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (06) :441-454
[7]   Strength and durability aspects of calcined kaolin-blended Portland cement mortar and concrete [J].
Vu, DD ;
Stroeven, P ;
Bui, VB .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (06) :471-478
[8]  
ZACEK Milan, 2004, COLLECTIONCONCEPTION