Strength and Drying Shrinkage of Alkali-Activated Slag Paste and Mortar
Joint Authors
Chi, Mao-chieh
Huang, Ran
Chang, Jiang-jhy
Source
Issue
Vol. 2012, Issue 2012 (31 Dec. 2012), pp.1-7, 7 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2012-05-16
Country of Publication
Egypt
No. of Pages
7
Main Subjects
Abstract EN
The aim of this study is to investigate the strengths and drying shrinkage of alkali-activated slag paste and mortar.
Compressive strength, tensile strength, and drying shrinkage of alkali-activated slag paste and mortar were measured with various liquid/slag ratios, sand/slag ratios, curing ages, and curing temperatures.
Experimental results show that the higher compressive strength and tensile strength have been observed in the higher curing temperature.
At the age of 56 days, AAS mortars show higher compressive strength than Portland cement mortars and AAS mortars with liquid/slag ratio of 0.54 have the highest tensile strength in all AAS mortars.
In addition, AAS pastes of the drying shrinkage are higher than AAS mortars.
Meanwhile, higher drying shrinkage was observed in AAS mortars than that observed comparable Portland cement mortars.
American Psychological Association (APA)
Chi, Mao-chieh& Chang, Jiang-jhy& Huang, Ran. 2012. Strength and Drying Shrinkage of Alkali-Activated Slag Paste and Mortar. Advances in Civil Engineering،Vol. 2012, no. 2012, pp.1-7.
https://search.emarefa.net/detail/BIM-482352
Modern Language Association (MLA)
Chi, Mao-chieh…[et al.]. Strength and Drying Shrinkage of Alkali-Activated Slag Paste and Mortar. Advances in Civil Engineering No. 2012 (2012), pp.1-7.
https://search.emarefa.net/detail/BIM-482352
American Medical Association (AMA)
Chi, Mao-chieh& Chang, Jiang-jhy& Huang, Ran. Strength and Drying Shrinkage of Alkali-Activated Slag Paste and Mortar. Advances in Civil Engineering. 2012. Vol. 2012, no. 2012, pp.1-7.
https://search.emarefa.net/detail/BIM-482352
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-482352