The Effect of Alkali Concentration and Sodium Silicate Modulus on the Properties of Alkali-Activated Slag Concrete

Author:

Taghvayi Hamed1,Behfarnia Kiachehr1,Khalili Mohammadbagher1

Affiliation:

1. Department of Civil Engineering, Isfahan University of Technology, Isfahan 84156-83111, Iran.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference78 articles.

1. 1) ACI 209.2R-08, (2008). “Guide for modeling and calculating shrinkage and creep in hardened concrete.” ACI Committee 209, American Concrete Institute.

2. 2) Altan, E. and Erdoğan, S. T., (2012). “Alkali activation of a slag at ambient and elevated temperatures.” Cement and Concrete Composites, 34, 131-139.

3. 3) ASTM C191-04, (2004). “Standard test method for times of setting of hydraulic-cement concrete.” American Society for Testing and Materials, West Conshohocken, PA.

4. 4) ASTM C157/C157M-08, (2008). “Standard test method for length change of hardened hydraulic-cement mortar and concrete.” American Society for Testing and Materials, West Conshohocken, PA.

5. 5) ASTM C143/C143M-08, (2008). “Standard test method for slump of hydraulic-cement concrete.” American Society for Testing and Materials, West Conshohocken, PA.

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