Effects of water-to-binder ratios (w/b) and superplasticizer on physicochemical, microstructural, and mechanical evolution of limestone calcined clay cement (LC3)

被引:37
作者
Hay, Rotana [1 ]
Celik, Kemal [1 ]
机构
[1] New York Univ Abu Dhabi, Div Engn, POB 129188, Abu Dhabi, U Arab Emirates
关键词
Limestone calcined clay cement; Zeta potential; Rheology; Water -to -binder ratio; Microstructure; Hydration products; C-S-H; TRICALCIUM ALUMINATE; FLY-ASH; COMPRESSIVE STRENGTH; HYDRATION KINETICS; SURFACE-AREA; CONCRETE; METAKAOLIN; ZETA; PERFORMANCE;
D O I
10.1016/j.conbuildmat.2023.131529
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
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页数:14
相关论文
共 127 条
[1]  
4A STM International, 2015, ASTM C1437-15, P7
[2]  
Aïtcin PC, 2016, WOOD PUBL SER CIVIL, V59, P3, DOI 10.1016/B978-0-08-100693-1.00001-1
[3]   Modified poly(carboxylate ether)-based superplasticizer for enhanced flowability of calcined clay-limestone-gypsum blended Portland cement [J].
Akhlaghi, Omid ;
Aytas, Tunahan ;
Tatli, Buse ;
Sezer, Dilek ;
Hodaei, Amin ;
Favier, Aurelie ;
Scrivener, Karen ;
Menceloglu, Yusuf Z. ;
Akbulut, Ozge .
CEMENT AND CONCRETE RESEARCH, 2017, 101 :114-122
[4]   Adsorption of PCE and PNS superplasticisers on cubic and orthorhombic C3A. Effect of sulfate [J].
Alonso, M. M. ;
Puertas, F. .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 78 :324-332
[5]   Zeta potential of intact natural limestone: Impact of potential-determining ions Ca, Mg and SO4 [J].
Alroudhan, A. ;
Vinogradov, J. ;
Jackson, M. D. .
COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS, 2016, 493 :83-98
[6]  
[Anonymous], 2006, Concrete: Microstructure, Properties, and Materials
[7]  
[Anonymous], 2008, THESIS
[8]   Cement substitution by a combination of metakaolin and limestone [J].
Antoni, M. ;
Rossen, J. ;
Martirena, F. ;
Scrivener, K. .
CEMENT AND CONCRETE RESEARCH, 2012, 42 (12) :1579-1589
[9]   Calcined clays for low carbon cement: Rheological behaviour in fresh Portland cement pastes [J].
Aramburo, C. ;
Pedrajas, C. ;
Rahhal, V. ;
Gonzalez, M. ;
Talero, R. .
MATERIALS LETTERS, 2019, 239 :24-28
[10]   Effects of metakaolin, water/binder ratio and interfacial transition zones on the microhardness of cement mortars [J].
Asbridge, AH ;
Page, CL ;
Page, MM .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (09) :1365-1369