Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa

Many researchers have tried to increase the porosity of cement-based materials for different applications, but a limitation of the existing technology is that it is difficult to achieve more than 30 MPa compressive strength for materials that have a porosity of more than 30%. To overcome the decreas...

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Main Authors: Siyu Wu, Kebede Alemayehu Moges, Prabhat Vashistha, Sukhoon Pyo
Format: Article
Language:English
Published: Elsevier 2023-07-01
Series:Journal of Materials Research and Technology
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S223878542301565X
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author Siyu Wu
Kebede Alemayehu Moges
Prabhat Vashistha
Sukhoon Pyo
author_facet Siyu Wu
Kebede Alemayehu Moges
Prabhat Vashistha
Sukhoon Pyo
author_sort Siyu Wu
collection DOAJ
description Many researchers have tried to increase the porosity of cement-based materials for different applications, but a limitation of the existing technology is that it is difficult to achieve more than 30 MPa compressive strength for materials that have a porosity of more than 30%. To overcome the decrease in compressive strength, some studies have developed fly ash-based foam geopolymers with silica fume as the foaming agent. However, this material requires heat curing and has a rapid setting problem. Therefore, the present study aimed to develop a material that can maintain compressive strength above 30 MPa while increasing the porosity to 30%, solving the curing problem, and extending the setting time. This study proposes a sustainable material design based on the concept of limestone calcined clay cement (LC3) and a fly ash–based foamed geopolymer. The results show that the proposed material can generate porosity of more than 30% and maintain a compressive strength above 30 MPa while the rapid setting and curing limitation problems are solved. Moreover, the developed cementitious composite was proven to reduce CO2 emissions by 31.91% compared to conventional construction materials, which highlights that the newly developed material can be classified as a low carbon construction material.
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spelling doaj.art-545c7a9f279b45638f329d45770d03e62023-08-11T05:34:18ZengElsevierJournal of Materials Research and Technology2238-78542023-07-012554945505Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPaSiyu Wu0Kebede Alemayehu Moges1Prabhat Vashistha2Sukhoon Pyo3Department of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), Ulsan 44919, Republic of KoreaDepartment of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), Ulsan 44919, Republic of KoreaDepartment of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), Ulsan 44919, Republic of KoreaCorresponding author.; Department of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), Ulsan 44919, Republic of KoreaMany researchers have tried to increase the porosity of cement-based materials for different applications, but a limitation of the existing technology is that it is difficult to achieve more than 30 MPa compressive strength for materials that have a porosity of more than 30%. To overcome the decrease in compressive strength, some studies have developed fly ash-based foam geopolymers with silica fume as the foaming agent. However, this material requires heat curing and has a rapid setting problem. Therefore, the present study aimed to develop a material that can maintain compressive strength above 30 MPa while increasing the porosity to 30%, solving the curing problem, and extending the setting time. This study proposes a sustainable material design based on the concept of limestone calcined clay cement (LC3) and a fly ash–based foamed geopolymer. The results show that the proposed material can generate porosity of more than 30% and maintain a compressive strength above 30 MPa while the rapid setting and curing limitation problems are solved. Moreover, the developed cementitious composite was proven to reduce CO2 emissions by 31.91% compared to conventional construction materials, which highlights that the newly developed material can be classified as a low carbon construction material.http://www.sciencedirect.com/science/article/pii/S223878542301565XHigh-strength foamed geopolymerLime mudFly ashPorosityCO2 emissions
spellingShingle Siyu Wu
Kebede Alemayehu Moges
Prabhat Vashistha
Sukhoon Pyo
Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
Journal of Materials Research and Technology
High-strength foamed geopolymer
Lime mud
Fly ash
Porosity
CO2 emissions
title Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
title_full Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
title_fullStr Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
title_full_unstemmed Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
title_short Sustainable cementitious composites with 30% porosity and a compressive strength of 30 MPa
title_sort sustainable cementitious composites with 30 porosity and a compressive strength of 30 mpa
topic High-strength foamed geopolymer
Lime mud
Fly ash
Porosity
CO2 emissions
url http://www.sciencedirect.com/science/article/pii/S223878542301565X
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AT kebedealemayehumoges sustainablecementitiouscompositeswith30porosityandacompressivestrengthof30mpa
AT prabhatvashistha sustainablecementitiouscompositeswith30porosityandacompressivestrengthof30mpa
AT sukhoonpyo sustainablecementitiouscompositeswith30porosityandacompressivestrengthof30mpa