Durability of high volume fly ash concrete
| Main Author: | |
|---|---|
| Publication Date: | 2006 |
| Language: | eng |
| Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
| Download full: | http://hdl.handle.net/1822/5626 |
Summary: | It is well known that the concrete industry has to contribute to the sustainability of construction. For this intent it is necessary to reduce the cement content without compromising the durability requirements of the concrete constructions. Therefore, large scale cement replacement in concrete by by products such as fly ash will be extremely beneficial from the overall ecological and environmental point of view. In this context, an experimental research work was carried out focused on the evaluation of the possibility of producing low portland cement content concrete with enhanced or even high performances, including local by products such as fly ash and common low cost aggregates without any previous treatment, i. e., as received. Three different concrete mixtures (incorporating large quantities of fly ash) were made and their mechanical, workability and durability properties were characterized. The total binder used (400 kg/m3, 500 kg/m3 and 600 kg/m3) was composed by 40% of portland cement and 60% of fly ash by mass of the total cementitious material. The overall results obtained show that the compressive strength requirements, in general, are fulfilled and that these concretes are highly durable. Thus, by using this type of concrete it is possible to build more durable structures and contribute as well to the construction sustainability. |
| id |
RCAP_450d78654fa98397208fba313d5c47ef |
|---|---|
| oai_identifier_str |
oai:repositorium.sdum.uminho.pt:1822/5626 |
| network_acronym_str |
RCAP |
| network_name_str |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
| repository_id_str |
https://opendoar.ac.uk/repository/7160 |
| spelling |
Durability of high volume fly ash concreteDurabilityFly ashIt is well known that the concrete industry has to contribute to the sustainability of construction. For this intent it is necessary to reduce the cement content without compromising the durability requirements of the concrete constructions. Therefore, large scale cement replacement in concrete by by products such as fly ash will be extremely beneficial from the overall ecological and environmental point of view. In this context, an experimental research work was carried out focused on the evaluation of the possibility of producing low portland cement content concrete with enhanced or even high performances, including local by products such as fly ash and common low cost aggregates without any previous treatment, i. e., as received. Three different concrete mixtures (incorporating large quantities of fly ash) were made and their mechanical, workability and durability properties were characterized. The total binder used (400 kg/m3, 500 kg/m3 and 600 kg/m3) was composed by 40% of portland cement and 60% of fly ash by mass of the total cementitious material. The overall results obtained show that the compressive strength requirements, in general, are fulfilled and that these concretes are highly durable. Thus, by using this type of concrete it is possible to build more durable structures and contribute as well to the construction sustainability.Universidade do MinhoCamões, Aires20062006-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/5626engINTERNATIONAL RILEM WORKSHOP, Madrid, Spain, 2006 – “Performance based evaluation and indicators for concrete durability”. [S.l : s.n., 2006].info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T06:22:01Zoai:repositorium.sdum.uminho.pt:1822/5626Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:51:07.268957Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
| dc.title.none.fl_str_mv |
Durability of high volume fly ash concrete |
| title |
Durability of high volume fly ash concrete |
| spellingShingle |
Durability of high volume fly ash concrete Camões, Aires Durability Fly ash |
| title_short |
Durability of high volume fly ash concrete |
| title_full |
Durability of high volume fly ash concrete |
| title_fullStr |
Durability of high volume fly ash concrete |
| title_full_unstemmed |
Durability of high volume fly ash concrete |
| title_sort |
Durability of high volume fly ash concrete |
| author |
Camões, Aires |
| author_facet |
Camões, Aires |
| author_role |
author |
| dc.contributor.none.fl_str_mv |
Universidade do Minho |
| dc.contributor.author.fl_str_mv |
Camões, Aires |
| dc.subject.por.fl_str_mv |
Durability Fly ash |
| topic |
Durability Fly ash |
| description |
It is well known that the concrete industry has to contribute to the sustainability of construction. For this intent it is necessary to reduce the cement content without compromising the durability requirements of the concrete constructions. Therefore, large scale cement replacement in concrete by by products such as fly ash will be extremely beneficial from the overall ecological and environmental point of view. In this context, an experimental research work was carried out focused on the evaluation of the possibility of producing low portland cement content concrete with enhanced or even high performances, including local by products such as fly ash and common low cost aggregates without any previous treatment, i. e., as received. Three different concrete mixtures (incorporating large quantities of fly ash) were made and their mechanical, workability and durability properties were characterized. The total binder used (400 kg/m3, 500 kg/m3 and 600 kg/m3) was composed by 40% of portland cement and 60% of fly ash by mass of the total cementitious material. The overall results obtained show that the compressive strength requirements, in general, are fulfilled and that these concretes are highly durable. Thus, by using this type of concrete it is possible to build more durable structures and contribute as well to the construction sustainability. |
| publishDate |
2006 |
| dc.date.none.fl_str_mv |
2006 2006-01-01T00:00:00Z |
| dc.type.driver.fl_str_mv |
conference paper |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| status_str |
publishedVersion |
| dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1822/5626 |
| url |
http://hdl.handle.net/1822/5626 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
INTERNATIONAL RILEM WORKSHOP, Madrid, Spain, 2006 – “Performance based evaluation and indicators for concrete durability”. [S.l : s.n., 2006]. |
| dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.source.none.fl_str_mv |
reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia instacron:RCAAP |
| instname_str |
FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
| instacron_str |
RCAAP |
| institution |
RCAAP |
| reponame_str |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
| collection |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
| repository.name.fl_str_mv |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
| repository.mail.fl_str_mv |
info@rcaap.pt |
| _version_ |
1833595577288359936 |