- -

Improvements in aggregate-paste interface by the hydration of steelmaking waste in concretes and mortars

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Improvements in aggregate-paste interface by the hydration of steelmaking waste in concretes and mortars

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Miñano, Isabel es_ES
dc.contributor.author Benito, Francisco J. es_ES
dc.contributor.author Valcuende Payá, Manuel Octavio es_ES
dc.contributor.author Rodríguez, Carlos es_ES
dc.contributor.author Parra, Carlos J. es_ES
dc.date.accessioned 2021-01-16T04:32:18Z
dc.date.available 2021-01-16T04:32:18Z
dc.date.issued 2019-04-10 es_ES
dc.identifier.uri http://hdl.handle.net/10251/159212
dc.description.abstract [EN] The objective of the experimental work is to study the mechanical properties in self-compacting concretes (SCC) in which part of the limestone aggregate has been replaced by granulated blast furnace slag (GBFS) in different percentages ranging from 0% to 60%. The results show that at early ages the SCC with the largest content in slag tend to have lower compressive strengths due to the poor compacting of the aggregates, although in the long-term their strength increases due to the reactivity of the slag. In fact, at the age of 365 days, the mortars made with the substitution of 50% of cement by ground GBFS reach compressive strength similar to that of the mortar made with 100% of cement. The consumption of calcium hydroxide during the hydration of the GBFS and the formation of hydrated calcium silicate (CSH) improve the mechanical properties of the slag-paste interface. The new compounds formed by the hydration of anhydrous oxides of the GBFS improve the aggregate-paste transition zone. The chemical interaction between the dissolution of the cement pore and the GBFS ends up generating new compounds on its surface. The increasing hydration of the GBFS produces a greater amount of silica gel that polymerises, densifying the matrix and reducing the porosity, which improves the mechanical properties of the concrete and perhaps its durability. The topography of the particles and their interface are analysed with atomic force microscopy techniques to assess the morphology depending on the aggregate used. On the other hand, a study was carried out of the aggregate-paste interface with scanning electronic microscope at different ages. It can be seen that in the contours of the hydrated GBFS particles, a band or ring forms with the new reaction products. The results obtained strengthen the previous conclusions. The new hydrated compounds fill the reaction ring, introducing chemical bonds between the aggregate and the interface, occupying part of the original pores or substituting spaces occupied originally by large portlandite crystals, of lesser mechanical strength and easily leached. For all this, the benefit is twofold. On the one hand, use is made of industrial by-products and, on the other hand, part of the destruction of natural quarries to obtain the necessary raw materials is avoided. es_ES
dc.description.sponsorship The authors of this work express their gratitude to laboratory technicians R. Calabuig and J. Martínez for their collaboration in carrying out the trials. We would also like to point out that the GBFS used was kindly supplied by HOLCIM. es_ES
dc.language Inglés es_ES
dc.publisher MDPI AG es_ES
dc.relation.ispartof Materials es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Self-compacting concrete es_ES
dc.subject Granulated slag es_ES
dc.subject Microstructure es_ES
dc.subject Mechanical properties es_ES
dc.subject.classification CONSTRUCCIONES ARQUITECTONICAS es_ES
dc.title Improvements in aggregate-paste interface by the hydration of steelmaking waste in concretes and mortars es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/ma12071147 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques es_ES
dc.description.bibliographicCitation Miñano, I.; Benito, FJ.; Valcuende Payá, MO.; Rodríguez, C.; Parra, CJ. (2019). Improvements in aggregate-paste interface by the hydration of steelmaking waste in concretes and mortars. Materials. 12(7):1-14. https://doi.org/10.3390/ma12071147 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/ma12071147 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 12 es_ES
dc.description.issue 7 es_ES
dc.identifier.eissn 1996-1944 es_ES
dc.identifier.pmid 30970542 es_ES
dc.identifier.pmcid PMC6479459 es_ES
dc.relation.pasarela S\382461 es_ES
dc.description.references Rodríguez-Galán, M., Alonso-Fariñas, B., Baena-Moreno, F., Leiva, C., Navarrete, B., & Vilches, L. (2019). Synthetic Slag Production Method Based on a Solid Waste Mix Vitrification for the Manufacturing of Slag-Cement. Materials, 12(2), 208. doi:10.3390/ma12020208 es_ES
dc.description.references Rodríguez, C., Sánchez, I., Miñano, I., Benito, F., Cabeza, M., & Parra, C. (2019). On the Possibility of Using Recycled Mixed Aggregates and GICC Thermal Plant Wastes in Non-Structural Concrete Elements. Sustainability, 11(3), 633. doi:10.3390/su11030633 es_ES
dc.description.references Yüksel, İ., Bilir, T., & Özkan, Ö. (2007). Durability of concrete incorporating non-ground blast furnace slag and bottom ash as fine aggregate. Building and Environment, 42(7), 2651-2659. doi:10.1016/j.buildenv.2006.07.003 es_ES
dc.description.references Bilir, T. (2012). Effects of non-ground slag and bottom ash as fine aggregate on concrete permeability properties. Construction and Building Materials, 26(1), 730-734. doi:10.1016/j.conbuildmat.2011.06.080 es_ES
dc.description.references Parra, C., Valcuende, M., & Gómez, F. (2011). Splitting tensile strength and modulus of elasticity of self-compacting concrete. Construction and Building Materials, 25(1), 201-207. doi:10.1016/j.conbuildmat.2010.06.037 es_ES
dc.description.references Demirboğa, R., & Gül, R. (2006). Production of high strength concrete by use of industrial by-products. Building and Environment, 41(8), 1124-1127. doi:10.1016/j.buildenv.2005.04.023 es_ES
dc.description.references Krishnasami, R., & Malathy, R. (2013). Significance of Blast Furnace Slag as Coarse Aggregate in Self-Compacting Concrete. Applied Mechanics and Materials, 357-360, 829-833. doi:10.4028/www.scientific.net/amm.357-360.829 es_ES
dc.description.references Valcuende, M., Benito, F., Parra, C., & Miñano, I. (2015). Shrinkage of self-compacting concrete made with blast furnace slag as fine aggregate. Construction and Building Materials, 76, 1-9. doi:10.1016/j.conbuildmat.2014.11.029 es_ES
dc.description.references Puertas, F. (1993). Escorias de alto horno: composición y comportamiento hidráulico. Materiales de Construcción, 43(229), 37-48. doi:10.3989/mc.1993.v43.i229.687 es_ES
dc.description.references Matschei, T., Lothenbach, B., & Glasser, F. P. (2007). The role of calcium carbonate in cement hydration. Cement and Concrete Research, 37(4), 551-558. doi:10.1016/j.cemconres.2006.10.013 es_ES
dc.description.references Lothenbach, B., Le Saout, G., Gallucci, E., & Scrivener, K. (2008). Influence of limestone on the hydration of Portland cements. Cement and Concrete Research, 38(6), 848-860. doi:10.1016/j.cemconres.2008.01.002 es_ES
dc.description.references Bosiljkov, V. B. (2003). SCC mixes with poorly graded aggregate and high volume of limestone filler. Cement and Concrete Research, 33(9), 1279-1286. doi:10.1016/s0008-8846(03)00013-9 es_ES
dc.description.references Ye, G., Liu, X., De Schutter, G., Poppe, A.-M., & Taerwe, L. (2007). Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes. Cement and Concrete Composites, 29(2), 94-102. doi:10.1016/j.cemconcomp.2006.09.003 es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem