Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications

This paper deals with the study of calcium sulfoaluminate (CSA) and geopolymeric (GEO) binders as alternatives to ordinary Portland cement (OPC) for the production of more environmentally-friendly construction materials. For this reason, three types of mortar with the same mechanical strength class...

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Main Authors: Alessandra Mobili, Alberto Belli, Chiara Giosuè, Antonio Telesca, Milena Marroccoli, Francesca Tittarelli
Format: Article
Language:English
Published: MDPI AG 2017-09-01
Series:Environments
Subjects:
Online Access:https://www.mdpi.com/2076-3298/4/3/64
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author Alessandra Mobili
Alberto Belli
Chiara Giosuè
Antonio Telesca
Milena Marroccoli
Francesca Tittarelli
author_facet Alessandra Mobili
Alberto Belli
Chiara Giosuè
Antonio Telesca
Milena Marroccoli
Francesca Tittarelli
author_sort Alessandra Mobili
collection DOAJ
description This paper deals with the study of calcium sulfoaluminate (CSA) and geopolymeric (GEO) binders as alternatives to ordinary Portland cement (OPC) for the production of more environmentally-friendly construction materials. For this reason, three types of mortar with the same mechanical strength class (R3 ≥ 25 MPa, according to EN 1504-3) were tested and compared; they were based on CSA cement, an alkaline activated coal fly ash, and OPC. Firstly, binder pastes were prepared and their hydration was studied by means of X-ray diffraction (XRD) and differential thermal-thermogravimetric (DT-TG) analyses. Afterwards, mortars were compared in terms of workability, dynamic modulus of elasticity, adhesion to red clay bricks, free and restrained drying shrinkage, water vapor permeability, capillary water absorption, and resistance to sulfate attack. DT-TG and XRD analyses evidenced the main reactive phases of the investigated binders involved in the hydration reactions. Moreover, the sulfoaluminate mortar showed the smallest free shrinkage and the highest restrained shrinkage, mainly due to its high dynamic modulus of elasticity. The pore size distribution of geopolymeric mortar was responsible for the lowest capillary water absorption at short times and for the highest permeability to water vapor and the greatest resistance to sulfate attack.
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spelling doaj.art-06ab24c1ce7246298272280b9a73acfe2022-12-22T02:59:03ZengMDPI AGEnvironments2076-32982017-09-01436410.3390/environments4030064environments4030064Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural ApplicationsAlessandra Mobili0Alberto Belli1Chiara Giosuè2Antonio Telesca3Milena Marroccoli4Francesca Tittarelli5Department of Materials, Environmental Sciences and Urban Planning, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, ItalyDepartment of Materials, Environmental Sciences and Urban Planning, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, ItalyDepartment of Materials, Environmental Sciences and Urban Planning, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, ItalySchool of Engineering, Università degli Studi della Basilicata, Viale dell’Ateneo Lucano 10, Potenza 85100, ItalySchool of Engineering, Università degli Studi della Basilicata, Viale dell’Ateneo Lucano 10, Potenza 85100, ItalyDepartment of Materials, Environmental Sciences and Urban Planning, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, ItalyThis paper deals with the study of calcium sulfoaluminate (CSA) and geopolymeric (GEO) binders as alternatives to ordinary Portland cement (OPC) for the production of more environmentally-friendly construction materials. For this reason, three types of mortar with the same mechanical strength class (R3 ≥ 25 MPa, according to EN 1504-3) were tested and compared; they were based on CSA cement, an alkaline activated coal fly ash, and OPC. Firstly, binder pastes were prepared and their hydration was studied by means of X-ray diffraction (XRD) and differential thermal-thermogravimetric (DT-TG) analyses. Afterwards, mortars were compared in terms of workability, dynamic modulus of elasticity, adhesion to red clay bricks, free and restrained drying shrinkage, water vapor permeability, capillary water absorption, and resistance to sulfate attack. DT-TG and XRD analyses evidenced the main reactive phases of the investigated binders involved in the hydration reactions. Moreover, the sulfoaluminate mortar showed the smallest free shrinkage and the highest restrained shrinkage, mainly due to its high dynamic modulus of elasticity. The pore size distribution of geopolymeric mortar was responsible for the lowest capillary water absorption at short times and for the highest permeability to water vapor and the greatest resistance to sulfate attack.https://www.mdpi.com/2076-3298/4/3/64calcium sulfoaluminate cementdurabilitygeopolymerhydrationmechanical strengthmicrostructuremortarportland cement
spellingShingle Alessandra Mobili
Alberto Belli
Chiara Giosuè
Antonio Telesca
Milena Marroccoli
Francesca Tittarelli
Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
Environments
calcium sulfoaluminate cement
durability
geopolymer
hydration
mechanical strength
microstructure
mortar
portland cement
title Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
title_full Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
title_fullStr Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
title_full_unstemmed Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
title_short Calcium Sulfoaluminate, Geopolymeric, and Cementitious Mortars for Structural Applications
title_sort calcium sulfoaluminate geopolymeric and cementitious mortars for structural applications
topic calcium sulfoaluminate cement
durability
geopolymer
hydration
mechanical strength
microstructure
mortar
portland cement
url https://www.mdpi.com/2076-3298/4/3/64
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