Properties of ambient cured blended alkali activated cement concrete

2017 International Conference on Building Materials and Materials Engineering

材料科学;土木建筑工程

Junaid, M Talha^1

Department of Civil and Environmental Engineering, College of Engineering, University of Sharjah, Sharjah, United Arab Emirates^1

关键词: Alkali activated cements;    Compressive and tensile strengths;    Different proportions;    Elastic modulus values;    Ground granulated blast-furnace slag (GGBFS);    Ordinary Portland cement;    Sodium hydroxide solutions;    Splitting tensile strength;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/264/1/012004/pdf
DOI  :  10.1088/1757-899X/264/1/012004

来源: IOP

【 摘 要 】

This paper presents results of the development and strength properties of ambient-cured alkali activated geopolymer concrete (GPC). The study looks at the strength properties, such as compressive strength, splitting tensile strength, and elastic modulus of such concretes and its dependency on various parameters. The parameters studied in this work are the type and proportions of pre-cursor materials, type of activator and their respective ratios and the curing time. Two types of pre-cursor material; low calcium fly ash (FA) and ground granulated blast furnace slag (GGBFS) were activated using different proportions of sodium silicate and sodium hydroxide solutions. The results indicate that ambient cured geopolymer concrete can be manufactured to match strength properties of ordinary Portland cement concrete (OPC). The strength properties of GPC are dependent on the type and ratio of activator and the proportion of GGBFS used. Increasing the percentage of GGBFS increased the compressive and tensile strengths, while reducing the setting time of the mix. The effect of GGBFS on strength was more pronounced in mixes that contained sodium silicate as activator solution. Unlike OPC, ambient-cured GPC containing sodium silicate gain most of their strength in the first 7 days and there is no change in strength thereafter. However, GPC mixes not containing sodium silicate only achieve a fraction of their strength at 7 days and extended curing is required for such concretes to gain full strength. The results also indicate that the elastic modulus values of GPC mixes without sodium silicate are comparable to OPC while mixes with sodium silicate have elastic modulus values much lower than ordinary concrete.