Mixture Proportioning for Internal Curing
By D. Bentz, P. Lura, John W. Roberts. 2005
397 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/5d33e9148d1a817981ec8f29d59285598fcd8d85
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- Javier Castro
- J. Weiss
- D. Bentz
- S. Kawashima
- Mohd Zamin Jumaat
- M. Golias
- P. Shafigh
- Surendra P. Shah
Citations in the corpus
- Influence of internal curing using lightweight aggregates on interfacial transition zone percolation and chloride ingress in mortars (2009, unknown): “In typical internal curing (IC) applications, only a fraction of the normal weight aggregates are replaced by LWA [22].”
- Early-Age Properties of Cement-Based Materials: I. Influence of Cement Fineness (2008, background): “As such, it is one of the key determinations in properly proportioning a concrete mixture to incorporate internal curing, for example [ 30 ].”
- Internal Curing of High-Performance Blended Cement Mortars (2007, methodology): “07 kg of water per kg of cement (lb of water per lb of cement) that is commonly observed for ordinary portland cements.(7) For example, Jensen(23) had provided a chemical shrinkage coefficient of 0.”
- Nucleation and growth models for hydration of cement (2012, background): “[36], the ratio of chemical shrinkage to degree of hydration for this composition at ambient temperature should be −0.”
- Application of internal curing for mixtures containing high volumes of fly ash (2012, background): “, 94% RH) rather than its absorption [39].”
- Early-age autogenous and drying shrinkage behavior of cellulose fiber-reinforced cementitious materials (2011, background): “[17] to calculate how much LWA is needed to supply enough water for internal curing for a given mix.”
- Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking (2008, background): “The quantity of internal curing water required to replace the mix water consumed by chemical shrinkage can be easily estimated, as suggested elsewhere [5,6].”
- Lightweight concrete made from crushed oil palm shell: tensile strength and effect of initial curing on compressive strength. (2012, background): “The benefits of internal curing include increased hydration and strength development, reduced autogenous shrinkage and cracking, reduced permeability and increased durability [43].”