Repository logo
 
Publication

Clays from Vila Nova da Rainha (Portugal): Appraisal of their relevant properties in order to be used in construction ceramics

dc.contributor.authorCoroado, João
dc.contributor.authorFerraz, Eduardo
dc.contributor.authorGomes, Celso F.
dc.contributor.authorRocha, Fernando
dc.date.accessioned2021-12-22T22:29:10Z
dc.date.available2021-12-22T22:29:10Z
dc.date.issued2010
dc.date.updated2021-12-22T18:37:51Z
dc.description.abstractThe clay deposit of Vila Nova da Rainha (VNR) is included in the lithostratigraphic forma tion named “Argilas de Tomar”, and is located at the lower section of the Tert iary Tagus’ river basin. Clay from one quarry is being extracted for the production of construction ceramics. In this work the firing transformations undergone by VNR cl ays containing quartz, alkaline feldspar, iron oxy-hydroxides, and clay minerals have been studied. Ca rbonates have not been identified in thes e raw materials. The clay layers can be subdivided in three groups based upon composition and ceramic properties. The first group, VNR0, is represented by smectite-kaolinite sandy-silty clay, the second group (VNR1 and VNR2) corresponds to illite-kaolinite bearing clay and the third group (VNR3 and VNR4) is represented by illite-smectite silty clay. The firing process involves the formation of hematite and mu llite both influencing the technical properties of the fired products. With regards to the ceramic properties assessed at 1100 ºC the first group showed the lowest total shrinkage value (7.35 %) the highest water absorption value (12.2 %) and the lo west mechanical bending strength value (12.0 MPa); the same properties assessed in the second group provi ded the highest firing shrinkage values (7.0-5.0 %), the lowest values of water absorption (0.1-0.2 %) and relatively high mechanical bending strength values (47.8-48.0 MPa); the third group showed firing shrinkage values within the range 3.5-4.2 %, water absorption values within the range 1.4-4.5 %, and the highest mechanical bending strength values (49.2-52.0 MPa). The results of the ceramic properties being appraised indicate that the raw materials being studied are suitable for the production of high-quality construction ceramics, such as brick, roof tile and rustic floor tile.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.eid2-s2.0-77956633912
dc.identifier.slugcv-prod-55443
dc.identifier.urihttp://hdl.handle.net/10400.26/38413
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.subjectVila Nova da Rainhapt_PT
dc.subjectclayspt_PT
dc.subjectceramic raw materialspt_PT
dc.subjectconstruction ceramicspt_PT
dc.titleClays from Vila Nova da Rainha (Portugal): Appraisal of their relevant properties in order to be used in construction ceramicspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage200pt_PT
oaire.citation.issue2pt_PT
oaire.citation.startPage189pt_PT
oaire.citation.titleActa Geodynamica et Geomaterialiapt_PT
oaire.citation.volume7pt_PT
person.familyNamePereira de Freitas Coroado
person.familyNameFerraz
person.givenNameJoão Paulo
person.givenNameEduardo
person.identifierKZVOi4AAAAJ
person.identifier.ciencia-idEE18-AE33-AAEF
person.identifier.ciencia-idC517-A240-7C81
person.identifier.orcid0000-0001-6743-9278
person.identifier.orcid0000-0003-4717-6305
person.identifier.ridB-7140-2014
person.identifier.scopus-author-id8969808500
person.identifier.scopus-author-id7003480912
rcaap.cv.cienciaidC517-A240-7C81 | Eduardo Jorge Marques de Oliveira Ferraz
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication31d18b91-1c59-40fb-91aa-5242ff9bb7ae
relation.isAuthorOfPublication94c2590f-fd7a-44e1-b6cd-31297c9da934
relation.isAuthorOfPublication.latestForDiscovery31d18b91-1c59-40fb-91aa-5242ff9bb7ae

Files

Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
Coroado_et_2010.pdf
Size:
466.61 KB
Format:
Adobe Portable Document Format
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.89 KB
Format:
Item-specific license agreed upon to submission
Description: