Chloride transport in fly ash and glass powder modified concretes - Influence of test methods on microstructure
By J. Jain, N. Neithalath. 2010
155 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/9c68626ef9469360c5c903bd71af1ae01139d879
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In Civil and Structural Engineering
In Pollution
Citations in the corpus
- Waste glass powder as cement replacement in concrete (2014, background): “…pozzolanic activity of finely ground GP in concrete (Shao et al. 2000; Dyer and Dhir 2001; Shi et al. 2005; Neithalath 2008; Schwarz et al. 2008; Jain and Neithalath 2010; Matos and Sousa-Coutinho 2012; Khmiri et al. 2013; Carsana et al. 2014; Kim et al. 2014; Mirzahosseiniand and Riding 2014;…”
- Comparison of ground waste glass with other supplementary cementitious materials (2014, unknown): “indirectly evaluated by sorptivity [31,32] or electrical resistivity [30,32] measurements), and delay in the penetration”
- Microstructure, strength, and moisture stability of alkali activated glass powder-based binders (2014, result): “Fine glass powder has been reported to have adequate pozzolanic properties [19,20] and concretes made with partial replacement of cement by glass powder has shown comparable performance to that of fly ash modified concretes [21,22].”
- Durability of mortar using waste glass powder as cement replacement (2012, result): “Results obtained in the present study, confirm values by other authors [16,19,20], where performance of glass powder mortar is better than control mortar regarding chloride penetration.”