The Effect of Lime Addition on the Setting Time and Strength of Ambient Cured Fly Ash Based Geopolymer Binder

被引：10

作者：

Adam, Andi Arham ^{[1
]}

Amiri, Nur Hayati ^{[1
]}

Suarnita, I. Wayan ^{[1
]}

Rupang, Nicodemus ^{[1
]}

机构：

[1] Tadulako Univ, Dept Civil Engn, Palu 94118, Indonesia

来源：

3RD INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING FOR SUSTAINABILITY (ICONCEES 2015) | 2016年 / 47卷

关键词：

MICROSTRUCTURAL DEVELOPMENT; COMPRESSIVE STRENGTH; CURING TEMPERATURE; CALCIUM; CONCRETE; CEMENT; AGE;

D O I：

10.1051/matecconf/20164701015

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

One of the limitations of geopolymer as the alternative binders in concrete is the necessity of heat curing. This study aimed to produce fly ash geopolymer binder subjected to ambient curing by adding a small proportion of lime and varying the activator dosage. The Class F fly ash from Mpanau coal-fired power plant was mixed with alkaline solution consists of sodium silicate and sodium hydroxide with Na2O dosage of 5%, 7%, and 9%. To achieve ambient cured paste, 8%, 9%, and 10% slaked lime was added as the substitute for the fly ash. The setting time test was conducted for each mix and the compressive strength was performed at age of 7, 14 and 28 days. The test result shows that the setting time of the fly ash based geopolymer paste can be controlled by adding a small proportion of slaked lime. The addition of lime increased strength but decreased the setting time.

引用

页数：5

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