Mitigation of Detrimental Effects of Alkali-Silica Reaction in Cement-Based Composites by Combination of Steel Microfibers and Ground-Granulated Blast-Furnace Slag-Reference-Cited by-同舟云学术

Mitigation of Detrimental Effects of Alkali-Silica Reaction in Cement-Based Composites by Combination of Steel Microfibers and Ground-Granulated Blast-Furnace Slag

Published:2014-12 Issue:12 Volume:26 Page:04014091
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Beglarigale Ahsanollah¹,Yazici Halit²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Dokuz Eylül Univ., İzmir, Turkey.

2. Associate Professor, Dept. of Civil Engineering, Dokuz Eylül Univ., İzmir, Turkey (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.1943-5533.0001005

Reference27 articles.

1. American Concrete Institute. (1998). “State of the art report on alkali-aggregate reactivity.” ACI 221.1R-98 Manual of Concrete Practice Detroit.

2. Performance of carbon, polyvinylalcohol and steel based microfibers on alkali–silica reaction expansion

3. ASTM. (2002). “Standard test method for potential alkali reactivity of aggregates (Mortar-bar method).” C1260-01 Annual Book of ASTM Vol. 04.02 Concrete and Aggregates West Conshohocken PA.

4. ASTM. (2004). “Standard test methods for sampling and testing fly ash or natural pozzolans for use in portland-cement concrete.” C 311 Annual Book of ASTM Vol. 04.02 Concrete and Aggregates West Conshohocken PA.

5. Alkali-aggregate expansion corrected with Portland-slag cement;Barona de la O F.;J. Am. Concr. Inst.,1951

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