Examination of Chloride-Induced Corrosion in Reinforced Geopolymer Concretes
The durability of steel reinforced-concrete specimens made from three alkali-activated fly ash (FA) stockpiles and ordinary portland cement (OPC) in cyclic wet-dry chloride environment was evaluated over a period of 12 months. Testing methods included electrochemical methods, chloride diffusion and contents analysis, chemical and mechanical analyses, and visual examination. Geopolymer concrete (GPC) specimens made from Class F FA exhibited lower diffusion coefficients, chloride contents, and porosity compared with their GPC Class C FA and OPC counterparts. Overall, GPC specimens displayed limited signs of leaching and corrosion product formation, whereas OPC specimens exhibited the formation of multiple corrosion products along with significant leaching.
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Availability:
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Supplemental Notes:
- Copyright © 2013 American Society of Civil Engineers
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Authors:
- Kupwade-Patil, Kunal
- Allouche, Erez N
- Publication Date: 2013-10
Language
- English
Media Info
- Media Type: Digital/other
- Features: References;
- Pagination: pp 1465-1476
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Serial:
- Journal of Materials in Civil Engineering
- Volume: 25
- Issue Number: 10
- Publisher: American Society of Civil Engineers
- ISSN: 0899-1561
- EISSN: 1943-5533
- Serial URL: http://ascelibrary.org/journal/jmcee7
Subject/Index Terms
- TRT Terms: Chlorides; Concrete; Corrosion; Durability; Fly ash; Material reinforcement; Polymers
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01494212
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Sep 24 2013 9:15AM