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dc.contributor.authorOrbe Mateo, Aimar
dc.contributor.authorRojí Chandro, Eduardo ORCID
dc.contributor.authorCuadrado Rojo, Jesús
dc.contributor.authorLosada Rodríguez, Ramón Tomás José
dc.contributor.authorZubizarreta Irure, Mikel ORCID
dc.date.accessioned2024-02-08T11:08:03Z
dc.date.available2024-02-08T11:08:03Z
dc.date.issued2018-05
dc.identifier.citationEngineering Sustainability: Proceedings of the Institution of Civil Engineers 171(3) : 133-150 (2018)es_ES
dc.identifier.issn1478-4629
dc.identifier.urihttp://hdl.handle.net/10810/65436
dc.description.abstractThe environmental footprint of the construction industry requires the quantification of new developments to appraise their sustainable contribution. Recent developments in relation to the merging of steel fibre reinforced concrete and self-compacting concrete reveal a promising concrete technology that requires extensive experimental studies to assess its benefits. In this study, a constructive analysis of a steel fibre-reinforced self-compacting concrete (SFRSCC) retaining tank segment mockup for waste water treatment systems in terms of its sustainability and economic parameters is performed. The Integrated Value Model for Sustainable Assessment (MIVES) multiple-criteria decision-making method is applied as an environmental assessment tool, which includes economic and social requirements. Although the presented methodology penalises the SFRSCC because of its high cement consumption, in aggressive exposures, reinforced concrete (RC) also requires a noticeable cement dosage. Cement optimisation is the governing criterion and where SFRSCC has more room for improvement. However, SFRSCC favours other social issues that allow the improvement of its final Environmental Sensitivity Index, being superior than RC. Overall cost would remain similar since the reduction of construction period would contribute to balance the increase of material cost and would provide intangible benefits, such as reduction of occupational accidents.es_ES
dc.description.sponsorshipThe authors gratefully acknowledge the financial support from the Spanish Ministry of Science and Innovation through MIVES IV ref: BIA 2010-20789-C04-04, the Basque Regional Government through IT781-13 and the Vice-Rectorate of Basque Language of the University of the Basque Country (UPV/EHU). The first author is also grateful for the participation of ArcelorMittal WireSolutions and Financiera y Minera (Italcementi Group) in the real experimental programme.es_ES
dc.language.isoenges_ES
dc.publisherEmerald Publishinges_ES
dc.relationinfo:eu-repo/grantAgreement/MICINN/BIA 2010-20789-C04-04
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.subjectconcrete structureses_ES
dc.subjectconcrete technology
dc.subjectmanufacture sustainability
dc.titleSustainable Alternative of Structural Concrete Retaining Tankses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.holder© 2018 The Institution of Civil Engineerses_ES
dc.relation.publisherversionhttps://www.icevirtuallibrary.com/doi/10.1680/jensu.15.00062es_ES
dc.identifier.doi/10.1680/jensu.15.00062
dc.departamentoesIngeniería mecánicaes_ES
dc.departamentoeuIngeniaritza mekanikoaes_ES


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