Abstract
Physical properties and salt resistance ofconcrete prepared with a chloride-ionimmobilization material (2CaO Al2O3) and expansive additivewere examined. Immersion and unsteady-state electrophoresis testsconfirmed that chloride-ion penetration of the concrete was suppressed using the chloride-ionimmobilizationmaterial. The same behavior was confirmed in combination with theexpansive additive. When thechloride-ionimmobilization material and expansive additivewere used in combination, there was no effect on salt resistance if the expansion strain was within the correctrange. In contrast, in concrete using the chloride-ionimmobilizationmaterialalone, the chloride-ion penetration behavior differed forsalt-water immersion and unsteady-state electrophoresis tests.
| Original language | English |
|---|---|
| Journal | Sustainable Construction Materials and Technologies |
| Volume | 1 |
| Publication status | Published - 2019 Jan 1 |
| Externally published | Yes |
| Event | 5th International Conference on Sustainable Construction Materials and Technologies, SCMT 2019 - Kingston upon Thames, United Kingdom Duration: 2019 Jul 14 → 2019 Jul 17 |
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Keywords
- Chloride-ion immobilization material
- Expansive additive
- Salt resistance
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Materials Science(all)