TY - JOUR
T1 - Effects of water-to-binder ratios (w/b) and superplasticizer on physicochemical, microstructural, and mechanical evolution of limestone calcined clay cement (LC3)
AU - Hay, Rotana
AU - Celik, Kemal
N1 - Funding Information:
The authors wish to express their gratitude to HBSC for grant number ADHPG-S4456 to make this research possible. Guidance and advice with some of the experiments from the Core Technology Platforms (CTPs) experts, specifically Dr. James Weston and Dr. Liang Li, are very much appreciated. This work was supported by the NYUAD Center for Interacting Urban Networks (CITIES), funded by Tamkeen under the NYUAD Research Institute Award CG001.
Publisher Copyright:
© 2023 Elsevier Ltd
PY - 2023/8/8
Y1 - 2023/8/8
N2 - This study investigated the effects of water-to-binder ratios (w/b) and a commercial polycarboxylate ether (PCE)-based superplasticizer on various characteristics of limestone calcined clay cement (LC3). Zeta potentials, rheology, hydration kinetics, and chemical, microstructural, and mechanical properties were assessed. A low w/b of 0.25 significantly reduced the hydration of the LC3. LC3 attained a more negative zeta potential in water due to negatively charged clay. The admixture dosage requirement was higher for LC3 than Portland cement, attributed to a high surface area and water uptake for saturation of the calcined clay. The admixture slowed the early-age hydration, yet the resulting enhanced particle dispersion compensated the heat evolution at the w/b of 0.25. LC3 reaction products were mainly characterized as C-(A-)S-H, portlandite, ettringite, monosulfate, and carboaluminates. Their morphologies at the low w/b were less apparent due to space confinement and associated constriction on crystal growth. Despite a higher mesopore content, an LC3-based high-performance concrete could be designed to achieve a strength of more than 100 MPa.
AB - This study investigated the effects of water-to-binder ratios (w/b) and a commercial polycarboxylate ether (PCE)-based superplasticizer on various characteristics of limestone calcined clay cement (LC3). Zeta potentials, rheology, hydration kinetics, and chemical, microstructural, and mechanical properties were assessed. A low w/b of 0.25 significantly reduced the hydration of the LC3. LC3 attained a more negative zeta potential in water due to negatively charged clay. The admixture dosage requirement was higher for LC3 than Portland cement, attributed to a high surface area and water uptake for saturation of the calcined clay. The admixture slowed the early-age hydration, yet the resulting enhanced particle dispersion compensated the heat evolution at the w/b of 0.25. LC3 reaction products were mainly characterized as C-(A-)S-H, portlandite, ettringite, monosulfate, and carboaluminates. Their morphologies at the low w/b were less apparent due to space confinement and associated constriction on crystal growth. Despite a higher mesopore content, an LC3-based high-performance concrete could be designed to achieve a strength of more than 100 MPa.
KW - Hydration products
KW - Limestone calcined clay cement
KW - Microstructure
KW - Rheology
KW - Water-to-binder ratio
KW - Zeta potential
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U2 - 10.1016/j.conbuildmat.2023.131529
DO - 10.1016/j.conbuildmat.2023.131529
M3 - Article
AN - SCOPUS:85159709234
SN - 0950-0618
VL - 391
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 131529
ER -