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Case Study to Promote the Use of Industrial Byproducts: The Relevance of Performance Tests.

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dc.contributor.author Gomes Correia, A. pt_BR
dc.contributor.author Roque, A. J. pt_BR
dc.contributor.author Ferreira, S. pt_BR
dc.contributor.author Fortunato, E. pt_BR
dc.date.accessioned 2013-01-14T14:45:00Z pt_BR
dc.date.accessioned 2014-10-10T11:18:36Z pt_BR
dc.date.accessioned 2017-04-12T16:08:20Z
dc.date.available 2013-01-14T14:45:00Z pt_BR
dc.date.available 2014-10-10T11:18:36Z pt_BR
dc.date.available 2017-04-12T16:08:20Z
dc.date.issued 2012-02-01 pt_BR
dc.identifier.citation Gomes 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.other 10.1520/JAI103705 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1004369
dc.description.abstract Currently, 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.iso eng pt_BR
dc.publisher American Society for Testing Materials (ASTM) pt_BR
dc.relation.ispartofseries ;JAI103705 pt_BR
dc.rights openAccess pt_BR
dc.subject Steel slag pt_BR
dc.subject Natural materials pt_BR
dc.subject Recycled materials pt_BR
dc.subject Mechanical classification pt_BR
dc.subject Environmental properties pt_BR
dc.subject Full-scale field trial pt_BR
dc.title Case Study to Promote the Use of Industrial Byproducts: The Relevance of Performance Tests. pt_BR
dc.type article pt_BR
dc.identifier.localedicao Philadelphia (USA) pt_BR
dc.description.figures 14 pt_BR
dc.description.tables 8 pt_BR
dc.description.pages pp. 1-18 pt_BR
dc.description.volume Vol. 9, No. 2 pt_BR
dc.description.sector DG/NGEA pt_BR
dc.description.magazine Journal of ASTM International pt_BR


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