In recent years, the building industry is becoming more and more aware about greenhouse gas emissions and the related environmental issues, having ordinary Portland cement (OPC) as its main CO2-emitting product. One of the possible eco-friendly alternatives is represented by calcium-sulfoaluminate cement (CSA): thanks to its lower energy consumption, different production process and raw materials, a reduction in the carbon footprint compared to OPC is achievable. However, the high raw material cost for pure CSA system production made them less likeable. According to the literature, a promising solution is the use of blended OPC/CSA systems, which limit the general cost and demonstrate good performance for several applications. Besides the high early-age strength, the most interesting property is related to the shrinkage reduction over time, when compared to an OPC-based system. In this paper, a comparison between a pure CSA and OPC system and a blend of the two binders at the ratio of 50/50 is proposed in terms of shrinkage. Considering the high strength class of such system, the rapid reaction at early age and the related possibility of demolding before the first 24 hours, both autogenous and drying conditions are considered in the evaluation of the shrinkage behavior.

(2018). Drying and autogenous shrinkage evolution of a blended CSA-portland cement concrete . Retrieved from http://hdl.handle.net/10446/134499

Drying and autogenous shrinkage evolution of a blended CSA-portland cement concrete

Sirtoli, Davide;
2018-01-01

Abstract

In recent years, the building industry is becoming more and more aware about greenhouse gas emissions and the related environmental issues, having ordinary Portland cement (OPC) as its main CO2-emitting product. One of the possible eco-friendly alternatives is represented by calcium-sulfoaluminate cement (CSA): thanks to its lower energy consumption, different production process and raw materials, a reduction in the carbon footprint compared to OPC is achievable. However, the high raw material cost for pure CSA system production made them less likeable. According to the literature, a promising solution is the use of blended OPC/CSA systems, which limit the general cost and demonstrate good performance for several applications. Besides the high early-age strength, the most interesting property is related to the shrinkage reduction over time, when compared to an OPC-based system. In this paper, a comparison between a pure CSA and OPC system and a blend of the two binders at the ratio of 50/50 is proposed in terms of shrinkage. Considering the high strength class of such system, the rapid reaction at early age and the related possibility of demolding before the first 24 hours, both autogenous and drying conditions are considered in the evaluation of the shrinkage behavior.
2018
Inglese
SP-326: Durability and Sustainability of Concrete Structures (DSCS-2018)
Falikman, Vyatcheslav; Realfonzo, Roberto; Coppola, Luigi; Hàjek, Petr; Riva, Paolo
9781641950220
326
299
306
online
United States
ACI (American Concrete Institute)
DSCS-2018: 2nd International Workshop on Durability and Sustainability of Concrete Structures, Moscow, Russia, 6-7 June 2018
2nd
Moscow (Russia)
6-7 June 2018
ACI Committee 130
ACI Committee 201
ACI Committee 544
ACI Committee 549
ACI (American Concrete Institute)
internazionale
Settore ICAR/09 - Tecnica delle Costruzioni
Blended cement; Calcium sulfoaluminate cement; Self-desiccation; Shrinkage; Civil and Structural Engineering; Building and Construction; Materials Science;
info:eu-repo/semantics/conferenceObject
4
Sirtoli, Davide; Lura, Pietro; Marchi, Maurizio; Tortelli, Sergio
1.4 Contributi in atti di convegno - Contributions in conference proceedings::1.4.01 Contributi in atti di convegno - Conference presentations
reserved
Non definito
273
(2018). Drying and autogenous shrinkage evolution of a blended CSA-portland cement concrete . Retrieved from http://hdl.handle.net/10446/134499
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10446/134499
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