Influence of a Fine Glass Powder on Cement Hydration: Comparison to Fly Ash and Modeling the Degree of Hydration
By N. Schwarz, N. Neithalath. 2008
283 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/694965f3490d0e7a489041bf4f2d6fbde9686ad4
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
- R. Redden
- A. Matos
- J. Jain
- J. Sousa-Coutinho
- N. Neithalath
- V. Vaitkevicius
- Evaldas Šerelis
- H. Hilbig
Citations in the corpus
- The effect of glass powder on the microstructure of ultra high performance concrete (2014, background): “Schwarz and Neithalath proposed a model for cement with fly ash and fine glass powder explaining pozzolanic properties of glass powders [21].”
- Durability of mortar using waste glass powder as cement replacement (2012, background): “Chemical composition of WGP is in accordance with those values and with results by other authors using soda lime glass waste in mortar and concrete [14–18].”
- Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes (2012, unknown): “27 g non evaporable water [33,34].”
- Analysis of calcium leaching behavior of plain and modified cement pastes in pure water (2009, methodology): “determined from flame emission spectroscopy [38].”
- Chloride transport in fly ash and glass powder modified concretes - Influence of test methods on microstructure (2010, methodology): “Based on previous studies [5], it was observed that the glass powder, which has a high Na2O content, releases a small fraction of alkalis into the pore solution, thus increasing the conductivity of the pore solution.”
- Microstructure, strength, and moisture stability of alkali activated glass powder-based binders (2014, methodology): “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].”