{"data":{"id":"10.6084/m9.figshare.6083807","type":"dois","attributes":{"doi":"10.6084/m9.figshare.6083807","prefix":"10.6084","suffix":"m9.figshare.6083807","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"A. F. ANGELIN","affiliation":[],"nameIdentifiers":[]},{"name":"R. C. CECCHE LINTZ","affiliation":[],"nameIdentifiers":[]},{"name":"L. A. G. BARBOSA","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Fresh and hardened properties of self-compacting concrete modified with lightweight and recycled aggregates"}],"publisher":"SciELO journals","container":{},"publicationYear":2018,"subjects":[{"subject":"90501 Civil Geotechnical Engineering","subjectScheme":"FOR"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Civil engineering","subjectScheme":"Fields of Science and Technology (FOS)"}],"contributors":[],"dates":[{"date":"2018-04-04","dateType":"Created"},{"date":"2018-04-04","dateType":"Updated"},{"date":"2018","dateType":"Issued"}],"language":null,"types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsSupplementTo","relatedIdentifier":"10.1590/s1983-41952018000100005","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":["93033 Bytes"],"formats":[],"version":null,"rightsList":[{"rights":"Creative Commons Attribution 4.0 International","rightsUri":"https://creativecommons.org/licenses/by/4.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc-by-4.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"Abstract A produção de concretos auto compactáveis de baixa massa específica tornou-se um grande desafio para a engenharia civil, principalmente quanto à dosagem e manutenção das resistências mecânicas. Nesse contexto, o objetivo deste trabalho foi analisar concretos autoadensáveis (CAA) produzidos com agregados leves e reciclados. Fixou-se as dosagens de sílica ativa, pó de pedra, pedrisco, argila expandida e superplastificante, variando-se a porcentagem do resíduo de borracha em 5% e 10%, em substituição ao agregado miúdo. As amostras foram submetidas aos ensaios de espalhamento, viscosidade, habilidade passante, resistências à compressão e à tração por compressão diametral e, massa específica. Verificou-se que os CAA produzidos apresentaram coesão e trabalhabilidade adequados, bem como atendem as condições normativas para uso em peças pré-moldadas e estruturais.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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","url":"https://scielo.figshare.com/articles/Fresh_and_hardened_properties_of_self-compacting_concrete_modified_with_lightweight_and_recycled_aggregates/6083807","contentUrl":null,"metadataVersion":2,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"mds","isActive":true,"state":"findable","reason":null,"viewCount":0,"viewsOverTime":[],"downloadCount":0,"downloadsOverTime":[],"referenceCount":1,"citationCount":0,"citationsOverTime":[],"partCount":0,"partOfCount":0,"versionCount":0,"versionOfCount":0,"created":"2018-04-04T02:46:25.000Z","registered":"2018-04-04T02:46:25.000Z","published":"2018","updated":"2020-08-30T03:38:37.000Z"},"relationships":{"client":{"data":{"id":"figshare.ars","type":"clients"}},"provider":{"data":{"id":"otjm","type":"providers"}},"media":{"data":{"id":"10.6084/m9.figshare.6083807","type":"media"}},"references":{"data":[{"id":"10.1590/s1983-41952018000100005","type":"dois"}]},"citations":{"data":[]},"parts":{"data":[]},"partOf":{"data":[]},"versions":{"data":[]},"versionOf":{"data":[]}}}}