A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes

In this work, the factors controlling the fresh state properties of limestone calcined clay cement (LC<sup>3</sup>) are assessed and compared to Portland and binary cements, extending the scope of previous research by combining rheological measurements with setting time determination and...

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Main Authors: Hassan Ez-zaki, Joseph Mwiti Marangu, Maurizio Bellotto, Maria Chiara Dalconi, Gilberto Artioli, Luca Valentini
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/11/3037
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spelling doaj-f355f718953d4adca68ecc99d469961e2021-06-30T23:10:39ZengMDPI AGMaterials1996-19442021-06-01143037303710.3390/ma14113037A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) PastesHassan Ez-zaki0Joseph Mwiti Marangu1Maurizio Bellotto2Maria Chiara Dalconi3Gilberto Artioli4Luca Valentini5CIRCe, Department of Geosciences, University of Padova, Via G. Gradenigo 6, 35131 Padova, ItalyDepartment of Physical Sciences, Meru University of Science & Technology, Meru P.O. Box 972-60200, KenyaOpigeo S.r.l., Via Monte Cengio, 28/1, 35138 Padova, ItalyCIRCe, Department of Geosciences, University of Padova, Via G. Gradenigo 6, 35131 Padova, ItalyCIRCe, Department of Geosciences, University of Padova, Via G. Gradenigo 6, 35131 Padova, ItalyCIRCe, Department of Geosciences, University of Padova, Via G. Gradenigo 6, 35131 Padova, ItalyIn this work, the factors controlling the fresh state properties of limestone calcined clay cement (LC<sup>3</sup>) are assessed and compared to Portland and binary cements, extending the scope of previous research by combining rheological measurements with setting time determination and the evaluation of plastic shrinkage by a novel method. Yield stress and elastic modulus are considered indicators for the structural build-up/breakdown process when stress is applied to the system. On the other hand, plastic shrinkage occurs from the mixing to the setting of fresh paste and plays an important role in governing microstructural changes due to settlement and evaporation. Evaluation of the rheological properties with time was appropriate to give an overview of the influence and behavior of different added materials. The elastic modulus of all binders (clinker, LC<sup>3</sup>, clinker–limestone, and clinker–calcined clay) was increased from mixing to 60 min of curing as follows: 5.27 × 10<sup>3</sup> to 9.50 × 10<sup>5</sup> Pa, 5.94 × 10<sup>3</sup> to 9.87 × 10<sup>5</sup> Pa, 6.89 × 10<sup>3</sup> to 5.62 × 10<sup>5</sup> Pa and 7.85 × 10<sup>3</sup> to 1.27 × 10<sup>6</sup> Pa, respectively. Moreover, during the first three hours of curing, LC<sup>3</sup> exhibited a reduction of plastic shrinkage by more than a factor of 2 compared to clinker cement. The use of calcined clay with clinker increases the elastic modulus of the system due to the flocculation effect and increased water absorption, while a dilution effect is contributed due to deflocculation and a free-water increase in the system when a high fraction of limestone is present in the binary cement. The combination of limestone and calcined clay with clinker can induce additional chemical reactions, which control the early age properties, such as plastic shrinkage. The obtained results can contribute to optimizing the fresh state properties of ternary blends of OPC, calcined clay, and limestone through a knowledge-based approach.https://www.mdpi.com/1996-1944/14/11/3037limestone calcined clay cementLC<sup>3</sup>yield stressplastic viscosityrheologyplastic shrinkage
collection DOAJ
language English
format Article
sources DOAJ
author Hassan Ez-zaki
Joseph Mwiti Marangu
Maurizio Bellotto
Maria Chiara Dalconi
Gilberto Artioli
Luca Valentini
spellingShingle Hassan Ez-zaki
Joseph Mwiti Marangu
Maurizio Bellotto
Maria Chiara Dalconi
Gilberto Artioli
Luca Valentini
A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
Materials
limestone calcined clay cement
LC<sup>3</sup>
yield stress
plastic viscosity
rheology
plastic shrinkage
author_facet Hassan Ez-zaki
Joseph Mwiti Marangu
Maurizio Bellotto
Maria Chiara Dalconi
Gilberto Artioli
Luca Valentini
author_sort Hassan Ez-zaki
title A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
title_short A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
title_full A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
title_fullStr A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
title_full_unstemmed A Fresh View on Limestone Calcined Clay Cement (LC<sup>3</sup>) Pastes
title_sort fresh view on limestone calcined clay cement (lc<sup>3</sup>) pastes
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-06-01
description In this work, the factors controlling the fresh state properties of limestone calcined clay cement (LC<sup>3</sup>) are assessed and compared to Portland and binary cements, extending the scope of previous research by combining rheological measurements with setting time determination and the evaluation of plastic shrinkage by a novel method. Yield stress and elastic modulus are considered indicators for the structural build-up/breakdown process when stress is applied to the system. On the other hand, plastic shrinkage occurs from the mixing to the setting of fresh paste and plays an important role in governing microstructural changes due to settlement and evaporation. Evaluation of the rheological properties with time was appropriate to give an overview of the influence and behavior of different added materials. The elastic modulus of all binders (clinker, LC<sup>3</sup>, clinker–limestone, and clinker–calcined clay) was increased from mixing to 60 min of curing as follows: 5.27 × 10<sup>3</sup> to 9.50 × 10<sup>5</sup> Pa, 5.94 × 10<sup>3</sup> to 9.87 × 10<sup>5</sup> Pa, 6.89 × 10<sup>3</sup> to 5.62 × 10<sup>5</sup> Pa and 7.85 × 10<sup>3</sup> to 1.27 × 10<sup>6</sup> Pa, respectively. Moreover, during the first three hours of curing, LC<sup>3</sup> exhibited a reduction of plastic shrinkage by more than a factor of 2 compared to clinker cement. The use of calcined clay with clinker increases the elastic modulus of the system due to the flocculation effect and increased water absorption, while a dilution effect is contributed due to deflocculation and a free-water increase in the system when a high fraction of limestone is present in the binary cement. The combination of limestone and calcined clay with clinker can induce additional chemical reactions, which control the early age properties, such as plastic shrinkage. The obtained results can contribute to optimizing the fresh state properties of ternary blends of OPC, calcined clay, and limestone through a knowledge-based approach.
topic limestone calcined clay cement
LC<sup>3</sup>
yield stress
plastic viscosity
rheology
plastic shrinkage
url https://www.mdpi.com/1996-1944/14/11/3037
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