Abstract
This study investigates chloride ingress into alkali-activated slag/fly ash (AA-S/F) concretes with various ratios of slag to fly ash (80/20, 60/40, 40/60 and 20/80). Alkaline activators were a mixture of sodium hydroxide and sodium silicate to obtain between 6-8% sodium hydroxide (NaOH) concentration by weight of cementitious material. The SiO2/Na2O ratios (silica modulus, Ms) of mixtures were 0.45, 1.0 and 1.25. Tests applied included typical fresh and hardened properties, air content, slump, compressive strength, bulk resistivity and non-steady state chloride migration. The results show that while attractive engineering properties can be achieved, the chloride ingress in the AA-S/F concretes studied here with ≥ 20% fly ash is moderate to high and this may make them unsuitable for use in reinforced concrete in chloride environments.
| Original language | English |
|---|---|
| Title of host publication | International Conference on Cementious Materials and Altenative Binders for Sustainable Concrete (ICCM) 2017: Proceedings |
| Publisher | RILEM Publications |
| Pages | 35.1-35.14 |
| Publication status | Published (in print/issue) - 1 Oct 2017 |
Publication series
| Name | ACI Symposium Special Publications |
|---|---|
| Publisher | RILEM Publications |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 9 Industry, Innovation, and Infrastructure
Keywords
- alkali activated slag/fly ash concretes
- bulk resistivity
- chloride migration coefficient
- compressive strength
- workability
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