Optimization of Production Parameters of Alkali-Activated Concrete
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , |
Tipo de documento: | Capítulo de livro |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1016/B978-0-323-85469-6.00013-1 http://hdl.handle.net/11449/240540 |
Resumo: | Concrete is a frequently preferred construction material which is used in many fields and applications such as buildings, roads, tunnels, bridges, dams and harbors. Portland cement (PC), the main component of concrete, is a leading building material all over the world with an annual production capacity of 4 billion tons and a growth rate of 4%. About 7% of total CO2 emissions originate from production of PC. It is predicted that 17% of total CO2 emissions will come from PC production in the next few years. Scientists have been making effort to overcome environmental and economic problems caused from PC production. Alkali-activated binders (AABs) emerging as a result of these efforts were originally proposed by French researcher Davidovits for aluminosilicate-based inorganic polymers. AABs are semicrystalline three-dimensional polymers synthesized by activation of high alkali solution with raw material rich in silicon and aluminum. Alkali-activated concrete (AAC) has been applied in various applications such as ready mixed concrete, reinforced concrete, concrete pipes, lightweight concrete. While most of the studies have focused on the reaction mechanisms and microstructures of AABs, relatively few studies have been carried out on the mix designs of AAC. However, engineering properties of AABs depend on raw materials, alkali activator type and alkali activator content, curing parameters, water content and mixing parameters. The aim of this chapter is to comparatively asses the production parameters of AACs in order to provide an understanding of the current findings and develop a general guideline. |
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Optimization of Production Parameters of Alkali-Activated ConcreteAlkali activatorAlkali-activated concreteCuring conditionRaw materialConcrete is a frequently preferred construction material which is used in many fields and applications such as buildings, roads, tunnels, bridges, dams and harbors. Portland cement (PC), the main component of concrete, is a leading building material all over the world with an annual production capacity of 4 billion tons and a growth rate of 4%. About 7% of total CO2 emissions originate from production of PC. It is predicted that 17% of total CO2 emissions will come from PC production in the next few years. Scientists have been making effort to overcome environmental and economic problems caused from PC production. Alkali-activated binders (AABs) emerging as a result of these efforts were originally proposed by French researcher Davidovits for aluminosilicate-based inorganic polymers. AABs are semicrystalline three-dimensional polymers synthesized by activation of high alkali solution with raw material rich in silicon and aluminum. Alkali-activated concrete (AAC) has been applied in various applications such as ready mixed concrete, reinforced concrete, concrete pipes, lightweight concrete. While most of the studies have focused on the reaction mechanisms and microstructures of AABs, relatively few studies have been carried out on the mix designs of AAC. However, engineering properties of AABs depend on raw materials, alkali activator type and alkali activator content, curing parameters, water content and mixing parameters. The aim of this chapter is to comparatively asses the production parameters of AACs in order to provide an understanding of the current findings and develop a general guideline.Universidade Estadual Paulista (UNESP) Ilha Solteira CampusConcrete Science and Technology InstituteUniversidade Estadual Paulista (UNESP) Ilha Solteira CampusUniversidade Estadual Paulista (UNESP)Concrete Science and Technology InstituteTashima, M. M. [UNESP]Payá, J.Borrachero, M. V.Monzó, J.Soriano, L.2023-03-01T20:21:44Z2023-03-01T20:21:44Z2021-12-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookPart89-106http://dx.doi.org/10.1016/B978-0-323-85469-6.00013-1Handbook of advances in Alkali-activated Concrete, p. 89-106.http://hdl.handle.net/11449/24054010.1016/B978-0-323-85469-6.00013-12-s2.0-85134884627Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengHandbook of advances in Alkali-activated Concreteinfo:eu-repo/semantics/openAccess2023-03-01T20:21:44Zoai:repositorio.unesp.br:11449/240540Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T19:34:06.031228Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Optimization of Production Parameters of Alkali-Activated Concrete |
title |
Optimization of Production Parameters of Alkali-Activated Concrete |
spellingShingle |
Optimization of Production Parameters of Alkali-Activated Concrete Tashima, M. M. [UNESP] Alkali activator Alkali-activated concrete Curing condition Raw material |
title_short |
Optimization of Production Parameters of Alkali-Activated Concrete |
title_full |
Optimization of Production Parameters of Alkali-Activated Concrete |
title_fullStr |
Optimization of Production Parameters of Alkali-Activated Concrete |
title_full_unstemmed |
Optimization of Production Parameters of Alkali-Activated Concrete |
title_sort |
Optimization of Production Parameters of Alkali-Activated Concrete |
author |
Tashima, M. M. [UNESP] |
author_facet |
Tashima, M. M. [UNESP] Payá, J. Borrachero, M. V. Monzó, J. Soriano, L. |
author_role |
author |
author2 |
Payá, J. Borrachero, M. V. Monzó, J. Soriano, L. |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (UNESP) Concrete Science and Technology Institute |
dc.contributor.author.fl_str_mv |
Tashima, M. M. [UNESP] Payá, J. Borrachero, M. V. Monzó, J. Soriano, L. |
dc.subject.por.fl_str_mv |
Alkali activator Alkali-activated concrete Curing condition Raw material |
topic |
Alkali activator Alkali-activated concrete Curing condition Raw material |
description |
Concrete is a frequently preferred construction material which is used in many fields and applications such as buildings, roads, tunnels, bridges, dams and harbors. Portland cement (PC), the main component of concrete, is a leading building material all over the world with an annual production capacity of 4 billion tons and a growth rate of 4%. About 7% of total CO2 emissions originate from production of PC. It is predicted that 17% of total CO2 emissions will come from PC production in the next few years. Scientists have been making effort to overcome environmental and economic problems caused from PC production. Alkali-activated binders (AABs) emerging as a result of these efforts were originally proposed by French researcher Davidovits for aluminosilicate-based inorganic polymers. AABs are semicrystalline three-dimensional polymers synthesized by activation of high alkali solution with raw material rich in silicon and aluminum. Alkali-activated concrete (AAC) has been applied in various applications such as ready mixed concrete, reinforced concrete, concrete pipes, lightweight concrete. While most of the studies have focused on the reaction mechanisms and microstructures of AABs, relatively few studies have been carried out on the mix designs of AAC. However, engineering properties of AABs depend on raw materials, alkali activator type and alkali activator content, curing parameters, water content and mixing parameters. The aim of this chapter is to comparatively asses the production parameters of AACs in order to provide an understanding of the current findings and develop a general guideline. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-12-06 2023-03-01T20:21:44Z 2023-03-01T20:21:44Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/bookPart |
format |
bookPart |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.1016/B978-0-323-85469-6.00013-1 Handbook of advances in Alkali-activated Concrete, p. 89-106. http://hdl.handle.net/11449/240540 10.1016/B978-0-323-85469-6.00013-1 2-s2.0-85134884627 |
url |
http://dx.doi.org/10.1016/B978-0-323-85469-6.00013-1 http://hdl.handle.net/11449/240540 |
identifier_str_mv |
Handbook of advances in Alkali-activated Concrete, p. 89-106. 10.1016/B978-0-323-85469-6.00013-1 2-s2.0-85134884627 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Handbook of advances in Alkali-activated Concrete |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
89-106 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129087168839680 |