Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes
By Guang Ye, Xian Liu, G. de Schutter, A. Poppe, Luc Taerwe. 2007
418 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/f5855e3c51e89557ccaa37e7ef390674580d70a1
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Guang Ye
- D. Damidot
- Haoliang Huang
- Ali Akbar Ramezanianpour
- Gritsada Sua-iam
- N. Makul
- Abd ElMoaty
- E. Kadri
In Materials Chemistry
- Guang Ye
- Abd ElMoaty
- E. Kadri
- D. Damidot
- N. Makul
- Ali Akbar Ramezanianpour
- Haoliang Huang
- G. de Schutter
Citations in the corpus
- Combined effect of chemical nature and fineness of mineral powders on Portland cement hydration (2010, background): “microstructure in its original form [7, 10], although it is to be mentioned that a minor part of the limestone filler could be involved in the formation of carboaluminates [11–14].”
- The behavior of self-compacting concrete containing micro-encapsulated Phase Change Materials (2009, neutral): “[24].”
- Influence of various amounts of limestone powder on performance of Portland limestone cement concretes (2009, background): “showed that small limestone particles still exist in the pastes even after 28 days of hydration [24].”
- On the Mechanism of Polypropylene Fibres in Preventing Fire Spalling in Self-Compacting and High-performance Cement Paste (2008, neutral): “Recent research [22] has shown that at the same w/powder ratio, the porosity and pore size distribution of self-compacting concrete are very similar to those of high performance concrete.”
- Use of increasing amounts of bagasse ash waste to produce self-compacting concrete by adding limestone powder waste (2013, background): “…changes occurring during Portland cement hydration are accelerated by the presence of calcium carbonate (CaCO3), which increases the hydration rates of tricalcium silicate (C3S) and cement and the precipitation rate of calcium carbosilicate hydrate (Péra et al., 1999; Ye et al., 2007).”
- Characterization and quantification of self-healing behaviors of microcracks due to further hydration in cement paste (2013, background): “The sample weight slightly decreases further when the temperature rises from 660 °C to 740 °C, which is caused by the decomposition of calcium carbonate [19,20].”