Mechanisms of Alkali-Silica Reaction Mitigation in AMBT Conditions: Comparative Study of Traditional Supplementary Cementitious Materials

Author:

Joshua Tapas Marie1ORCID,Thomas Paul2,Vessalas Kirk3ORCID,Sirivivatnanon Vute4

Affiliation:

1. Research Associate, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 81 Broadway, Ultimo, NSW 2007, Australia (corresponding author). ORCID: .

2. Senior Lecturer, School of Mathematical and Physical Sciences, Univ. of Technology Sydney, 81 Broadway, Ultimo, NSW 2007, Australia.

3. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 81 Broadway, Ultimo, NSW 2007, Australia. ORCID: .

4. Professor, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 81 Broadway, Ultimo, NSW 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference71 articles.

1. ASTM. 1990. Standard guide for petrographic examination of aggregates for concrete. ASTM C295. West Conshohocken PA: ASTM.

2. ASTM. 2013. Standard test method for determining the potential alkali-silica reactivity of combinations of cementitious materials and aggregate (accelerated mortar-bar method). ASTM C1567. West Conshohocken PA: ASTM.

3. ASTM. 2020. Standard test method for determination of length change of concrete due to alkali-silica reaction. ASTM C1293. West Conshohocken PA: ASTM.

4. Why the Accelerated Mortar Bar Method ASTM C 1260 is Reliable for Evaluating the Effectiveness of Supplementary Cementing Materials in Suppressing Expansion Due to Alkali-Silica Reactivity

5. The effect of the silica content of silica fume on its ability to control alkali–silica reaction

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