Influence of initial curing on the properties of concrete containing limestone blended cement
By V. Bonavetti, H. Donza, V. Rahhal, E. Irassar. 2000
228 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/2d87394b10b3333a14500201d96104c1ad21204d
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In Civil and Structural Engineering
- A. Fernández-Jiménez
- A. Palomo
- M. Criado
- Mehmet Gesoğlu
- E. Güneyisi
- J. Provis
- Ali Akbar Ramezanianpour
- A. Horvath
Citations in the corpus
- Influence of various amounts of limestone powder on performance of Portland limestone cement concretes (2009, background): “reported that the penetration of chloride ion increased from 43% to 114% for concretes containing 10% and 20% of limestone, respectively [23].”
- Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended portland cements containing fly ash and limestone powder (2015, background): “Due to additional ettringite formation, the total volume of the hydrated phase increases, and the overall porosity decreases [18].”
- Alkali activation of fly ashes. Part 1: Effect of curing conditions on the carbonation of the reaction products (2005, background): “The concrete curing process has a substantial impact on the quality and durability of the material: it is during that process that the necessary environmental conditions must be created to keep the concrete moisture content at saturation or near saturation levels and thereby ensure full hydration of”
- Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements (2007, background): “[14] who reported that the penetration of chloride ion increased from 43% to 114% for concretes containing 10% and 20% of limestone, respectively.”
- A study on durability properties of high-performance concretes incorporating high replacement levels of slag (2008, background): “However, slag blended concrete specimens were affected more negatively by the lack of curing than the control concrete specimens due to the change in hydration kinetics of cements and the hydration development at the curing cessation time [ 47 ].”