Performance of Concrete with Alkali-Activated Materials and Nanosilica in Acidic Environments
Author:
Affiliation:
1. Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002635
Reference51 articles.
1. Effect of nano-silica on strength and durability of fly ash based geopolymer mortar
2. Adam A. 2009. “Strength and durability properties of alkali activated slag and fly ash-based geopolymer concrete.” Ph.D. thesis Dept. of Civil Environmental and Chemical Engineering RMIT Univ.
3. Correlation between Na23/NaOH ratio and fly ash/alkaline activator ratio to the strength of geopolymer;Al Bakri Abdullah M. M.;Adv. Mater. Res.,2012
4. Durability test methods and their application to AAMs: case of sulfuric-acid resistance
5. Response of concrete with blended binders and nanoparticles to sulfuric acid attack
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