2021
DOI: 10.1016/j.conbuildmat.2020.122133
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A new insight into the working mechanism of PCE emphasizing the interaction between PCE and Ca2+ in fresh cement paste

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Cited by 22 publications
(3 citation statements)
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“…When AH 3 complexes with PCE and the complex adsorbs on the surface of AH 3 , repulsion occurs between adjacent AH 3 particles, which improves the dispersion properties. 32 When the PCE content in AH 3 -PCE is high (P6), complexation of one PCE molecule may occur with multiple AH 3 molecules 37,38 leading to an increase in particle size. In general, the particle size of AH 3 -PCE ultrafine composites was affected by PCE content.…”
Section: Role Of Ah 3 -Pce Ultrafinementioning
confidence: 99%
“…When AH 3 complexes with PCE and the complex adsorbs on the surface of AH 3 , repulsion occurs between adjacent AH 3 particles, which improves the dispersion properties. 32 When the PCE content in AH 3 -PCE is high (P6), complexation of one PCE molecule may occur with multiple AH 3 molecules 37,38 leading to an increase in particle size. In general, the particle size of AH 3 -PCE ultrafine composites was affected by PCE content.…”
Section: Role Of Ah 3 -Pce Ultrafinementioning
confidence: 99%
“…Initially, PCE will attach to the surface of C 3 A and C 4 AF, then rapidly attach to surfaces of early hydration products, such as the alumina/ferric oxide mono/tri-sulfate phase [78,80]. By incorporating sulfonic groups, the binding capacity with Ca(II) will be reduced [81]. The adsorption on negatively charged particles is greatly reduced.…”
Section: Other Effectsmentioning
confidence: 99%
“…In addition, the depletion force generated by non‐absorbed polymers would contribute to the formation of flocculants if the distance is close enough 16,24 . These non‐absorbed PCE polymers may interact with ions by the complexation, which may change the morphology or conformation (i.e., size) of the polymers and possibly lead to impacts on rheology over time 25,26 . However, in practice, the above mechanisms are not easily identified due to many factors (i.e., hydrate formation, ions released from cement, and water consumption), which change with the hydration process over time, etc.…”
Section: Introductionmentioning
confidence: 99%