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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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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