Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004369
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dc.contributor.authorGomes Correia, A.pt_BR
dc.contributor.authorRoque, A. J.pt_BR
dc.contributor.authorFerreira, S.pt_BR
dc.contributor.authorFortunato, E.pt_BR
dc.date.accessioned2013-01-14T14:45:00Zpt_BR
dc.date.accessioned2014-10-10T11:18:36Zpt_BR
dc.date.accessioned2017-04-12T16:08:20Z-
dc.date.available2013-01-14T14:45:00Zpt_BR
dc.date.available2014-10-10T11:18:36Zpt_BR
dc.date.available2017-04-12T16:08:20Z-
dc.date.issued2012-02-01pt_BR
dc.identifier.citationGomes Correia, A., Roque, A. J., Ferreira, S. M. R. and Fortunato, E. (2012). Case Study to Promote the Use of Industrial Byproducts: The Relevance of Performance Tests. Journal of ASTM International, Vol. 9, No. 2, pp. 1-18.pt_BR
dc.identifier.other10.1520/JAI103705pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1004369-
dc.description.abstractCurrently, there is strong pressure to use industrial byproducts and recycled materials in the construction of transportation infrastructure and geotechnical works. The reuse of these materials positively affects the environment by reducing deposits and preserving raw materials. The related geotechnical, geoenvironmental, economical, and social issues should be addressed so that these materials can be used in construction to provide sustainable development. This paper presents a study of all of these aspects and focuses on Portuguese electrical arc furnace steel slag. A huge laboratory research program was carried out that addressed four elements of geotechnical and geoenvironmental behavior: ultimate strength under monotonic loading, resilient behavior (stiffness), susceptibility to permanent deformation due to repeated loading, and leachability. These test results were compared with those from the empirical tests used in the national specifications for embankments and structural layers of transportation infrastructures. It was concluded that performance-based laboratory test results show much better material performance than the results based on empirical tests (Los Angeles and micro-Deval). Furthermore, this material shows better mechanical performance than in the mechanical tests of natural unbound granular materials used in road construction. Additionally, leaching test results show that this byproduct is inert, which caused it to become known as “inert steel aggregates for construction” (ISAC). These laboratory conclusions were validated in a full-scale field trial by end performance testing (using devices that measure in situ stiffness through spot tests and continuous monitoring, as well as lysimeters to measure leaching values). This field trial involved raw materials and ISAC. A final remark is made about some socioeconomic aspects that should be taken into account in decision making regarding the use of ISAC in public works.pt_BR
dc.language.isoengpt_BR
dc.publisherAmerican Society for Testing Materials (ASTM)pt_BR
dc.relation.ispartofseries;JAI103705pt_BR
dc.rightsopenAccesspt_BR
dc.subjectSteel slagpt_BR
dc.subjectNatural materialspt_BR
dc.subjectRecycled materialspt_BR
dc.subjectMechanical classificationpt_BR
dc.subjectEnvironmental propertiespt_BR
dc.subjectFull-scale field trialpt_BR
dc.titleCase Study to Promote the Use of Industrial Byproducts: The Relevance of Performance Tests.pt_BR
dc.typearticlept_BR
dc.identifier.localedicaoPhiladelphia (USA)pt_BR
dc.description.figures14pt_BR
dc.description.tables8pt_BR
dc.description.pagespp. 1-18pt_BR
dc.description.volumeVol. 9, No. 2pt_BR
dc.description.sectorDG/NGEApt_BR
dc.description.magazineJournal of ASTM Internationalpt_BR
Appears in Collections:DG/NGEA - Comunicações a congressos e artigos de revista

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