- -

Influence of hydrated lime on the chloride-induced reinforcement corrosion in eco-efficient concretes made with high-volume fly ash

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Influence of hydrated lime on the chloride-induced reinforcement corrosion in eco-efficient concretes made with high-volume fly ash

Mostrar el registro sencillo del ítem

Ficheros en el ítem

Thumbnail
Nombre: ValcuendeCalabuig ...
Tamaño: 4.777Mb
Formato: PDF
Descripción: Versión editorial
Abrir
dc.contributor.author Valcuende Payá, Manuel Octavio es_ES
dc.contributor.author Calabuig Pastor, Rafael es_ES
dc.contributor.author Martínez-Ibernón, Ana es_ES
dc.contributor.author Soto Camino, Juan es_ES
dc.date.accessioned 2021-07-28T03:30:59Z
dc.date.available 2021-07-28T03:30:59Z
dc.date.issued 2020-11 es_ES
dc.identifier.uri http://hdl.handle.net/10251/170579
dc.description.abstract [EN] The main objective of this study was to analyze the influence that the addition of finely ground hydrated lime has on chloride-induced reinforcement corrosion in eco-efficient concrete made with 50% cement replacement by fly ash. Six tests were carried out: mercury intrusion porosimetry, chloride migration, accelerated chloride penetration, electrical resistivity, and corrosion rate. The results show that the addition of 10¿20% of lime to fly ash concrete did not affect its resistance to chloride penetration. However, the cementitious matrix density is increased by the pozzolanic reaction between the fly ash and added lime. As a result, the porosity and the electrical resistivity improved (of the order of 10% and 40%, respectively), giving rise to a lower corrosion rate (iCORR) of the rebars and, therefore, an increase in durability. In fact, after subjecting specimens to wetting¿drying cycles in a 0.5 M sodium chloride solution for 630 days, corrosion is considered negligible in fly ash concrete with 10% or 20% lime (iCORR less than 0.2 µA/cm2), while in fly ash concrete without lime, corrosion was low (iCORR of the order of 0.3 µA/cm2) and in the reference concrete made with Portland cement, only the corrosion was high (iCORR between 2 and 3 µA/cm2). es_ES
dc.description.sponsorship This research was funded by MINISTERIO DE ECONOMIA Y COMPETITIVIDAD, grant number MAT2012-38429-C04-04. 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 Concrete es_ES
dc.subject Hydrated lime es_ES
dc.subject Fly ash es_ES
dc.subject Chloride es_ES
dc.subject Resistivity es_ES
dc.subject Corrosion rate es_ES
dc.subject.classification QUIMICA INORGANICA es_ES
dc.subject.classification CONSTRUCCIONES ARQUITECTONICAS es_ES
dc.title Influence of hydrated lime on the chloride-induced reinforcement corrosion in eco-efficient concretes made with high-volume fly ash es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/ma13225135 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MINECO//MAT2012-38429-C04-04/ES/DESARROLLO DE NUEVOS SISTEMAS DE DETECCION Y ACCION BASADOS EN TECNOLOGIAS ELECTRONICAS Y MICROELECTRONICAS PARA SU APLICACION EN SISTEMAS DE LIBERACION Y DETECCION DE GASES/ / es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Química - Departament de Química es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques es_ES
dc.description.bibliographicCitation Valcuende Payá, MO.; Calabuig Pastor, R.; Martínez-Ibernón, A.; Soto Camino, J. (2020). Influence of hydrated lime on the chloride-induced reinforcement corrosion in eco-efficient concretes made with high-volume fly ash. Materials. 13(22):1-16. https://doi.org/10.3390/ma13225135 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/ma13225135 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 16 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 13 es_ES
dc.description.issue 22 es_ES
dc.identifier.eissn 1996-1944 es_ES
dc.identifier.pmid 33202538 es_ES
dc.identifier.pmcid PMC7697276 es_ES
dc.relation.pasarela S\423701 es_ES
dc.contributor.funder Ministerio de Economía y Competitividad es_ES
dc.description.references Isaia, G. C., & Gastaldini, A. L. G. (2009). Concrete sustainability with very high amount of fly ash and slag. Revista IBRACON de Estruturas e Materiais, 2(3), 244-253. doi:10.1590/s1983-41952009000300003 es_ES
dc.description.references Golewski, G. L. (2018). Green concrete composite incorporating fly ash with high strength and fracture toughness. Journal of Cleaner Production, 172, 218-226. doi:10.1016/j.jclepro.2017.10.065 es_ES
dc.description.references Hanehara, S., Tomosawa, F., Kobayakawa, M., & Hwang, K. (2001). Effects of water/powder ratio, mixing ratio of fly ash, and curing temperature on pozzolanic reaction of fly ash in cement paste. Cement and Concrete Research, 31(1), 31-39. doi:10.1016/s0008-8846(00)00441-5 es_ES
dc.description.references Deschner, F., Winnefeld, F., Lothenbach, B., Seufert, S., Schwesig, P., Dittrich, S., … Neubauer, J. (2012). Hydration of Portland cement with high replacement by siliceous fly ash. Cement and Concrete Research, 42(10), 1389-1400. doi:10.1016/j.cemconres.2012.06.009 es_ES
dc.description.references Isaia, G. ., Gastaldini, A. L. ., & Moraes, R. (2003). Physical and pozzolanic action of mineral additions on the mechanical strength of high-performance concrete. Cement and Concrete Composites, 25(1), 69-76. doi:10.1016/s0958-9465(01)00057-9 es_ES
dc.description.references Simčič, T., Pejovnik, S., De Schutter, G., & Bosiljkov, V. B. (2015). Chloride ion penetration into fly ash modified concrete during wetting–drying cycles. Construction and Building Materials, 93, 1216-1223. doi:10.1016/j.conbuildmat.2015.04.033 es_ES
dc.description.references Thomas, M. D. A., Hooton, R. D., Scott, A., & Zibara, H. (2012). The effect of supplementary cementitious materials on chloride binding in hardened cement paste. Cement and Concrete Research, 42(1), 1-7. doi:10.1016/j.cemconres.2011.01.001 es_ES
dc.description.references Delagrave, A., Marchand, J., Ollivier, J.-P., Julien, S., & Hazrati, K. (1997). Chloride binding capacity of various hydrated cement paste systems. Advanced Cement Based Materials, 6(1), 28-35. doi:10.1016/s1065-7355(97)90003-1 es_ES
dc.description.references Chalee, W., Ausapanit, P., & Jaturapitakkul, C. (2010). Utilization of fly ash concrete in marine environment for long term design life analysis. Materials & Design, 31(3), 1242-1249. doi:10.1016/j.matdes.2009.09.024 es_ES
dc.description.references Lollini, F., Redaelli, E., & Bertolini, L. (2015). Investigation on the effect of supplementary cementitious materials on the critical chloride threshold of steel in concrete. Materials and Structures, 49(10), 4147-4165. doi:10.1617/s11527-015-0778-0 es_ES
dc.description.references Baroghel-Bouny, V., Kinomura, K., Thiery, M., & Moscardelli, S. (2011). Easy assessment of durability indicators for service life prediction or quality control of concretes with high volumes of supplementary cementitious materials. Cement and Concrete Composites, 33(8), 832-847. doi:10.1016/j.cemconcomp.2011.04.007 es_ES
dc.description.references Wongkeo, W., Thongsanitgarn, P., & Chaipanich, A. (2012). Compressive strength and drying shrinkage of fly ash-bottom ash-silica fume multi-blended cement mortars. Materials & Design (1980-2015), 36, 655-662. doi:10.1016/j.matdes.2011.11.043 es_ES
dc.description.references Poon, C. S., Lam, L., & Wong, Y. L. (2000). A study on high strength concrete prepared with large volumes of low calcium fly ash. Cement and Concrete Research, 30(3), 447-455. doi:10.1016/s0008-8846(99)00271-9 es_ES
dc.description.references Garcés, P., Andión, L. G., Zornoza, E., Bonilla, M., & Payá, J. (2010). The effect of processed fly ashes on the durability and the corrosion of steel rebars embedded in cement–modified fly ash mortars. Cement and Concrete Composites, 32(3), 204-210. doi:10.1016/j.cemconcomp.2009.11.006 es_ES
dc.description.references Ghafoori, N., Najimi, M., Diawara, H., & Islam, M. S. (2015). Effects of class F fly ash on sulfate resistance of Type V Portland cement concretes under continuous and interrupted sulfate exposures. Construction and Building Materials, 78, 85-91. doi:10.1016/j.conbuildmat.2015.01.004 es_ES
dc.description.references Han, C., Shen, W., Ji, X., Wang, Z., Ding, Q., Xu, G., … Tang, X. (2018). Behavior of high performance concrete pastes with different mineral admixtures in simulated seawater environment. Construction and Building Materials, 187, 426-438. doi:10.1016/j.conbuildmat.2018.07.196 es_ES
dc.description.references Zuquan, J., Xia, Z., Tiejun, Z., & Jianqing, L. (2018). Chloride ions transportation behavior and binding capacity of concrete exposed to different marine corrosion zones. Construction and Building Materials, 177, 170-183. doi:10.1016/j.conbuildmat.2018.05.120 es_ES
dc.description.references Cheewaket, T., Jaturapitakkul, C., & Chalee, W. (2010). Long term performance of chloride binding capacity in fly ash concrete in a marine environment. Construction and Building Materials, 24(8), 1352-1357. doi:10.1016/j.conbuildmat.2009.12.039 es_ES
dc.description.references Fanghui, H., Qiang, W., & Jingjing, F. (2015). The differences among the roles of ground fly ash in the paste, mortar and concrete. Construction and Building Materials, 93, 172-179. doi:10.1016/j.conbuildmat.2015.05.117 es_ES
dc.description.references Alaka, H. A., & Oyedele, L. O. (2016). High volume fly ash concrete: The practical impact of using superabundant dose of high range water reducer. Journal of Building Engineering, 8, 81-90. doi:10.1016/j.jobe.2016.09.008 es_ES
dc.description.references Huang, Q., Zhu, X., Liu, D., Zhao, L., & Zhao, M. (2021). Modification of water absorption and pore structure of high-volume fly ash cement pastes by incorporating nanosilica. Journal of Building Engineering, 33, 101638. doi:10.1016/j.jobe.2020.101638 es_ES
dc.description.references Anjos, M. A. S., Camões, A., Campos, P., Azeredo, G. A., & Ferreira, R. L. S. (2020). Effect of high volume fly ash and metakaolin with and without hydrated lime on the properties of self-compacting concrete. Journal of Building Engineering, 27, 100985. doi:10.1016/j.jobe.2019.100985 es_ES
dc.description.references Herath, C., Gunasekara, C., Law, D. W., & Setunge, S. (2020). Performance of high volume fly ash concrete incorporating additives: A systematic literature review. Construction and Building Materials, 258, 120606. doi:10.1016/j.conbuildmat.2020.120606 es_ES
dc.description.references Lorca, P., Calabuig, R., Benlloch, J., Soriano, L., & Payá, J. (2014). Microconcrete with partial replacement of Portland cement by fly ash and hydrated lime addition. Materials & Design, 64, 535-541. doi:10.1016/j.matdes.2014.08.022 es_ES
dc.description.references Panesar, D. K., & Zhang, R. (2020). Performance comparison of cement replacing materials in concrete: Limestone fillers and supplementary cementing materials – A review. Construction and Building Materials, 251, 118866. doi:10.1016/j.conbuildmat.2020.118866 es_ES
dc.description.references Baert, G., Poppe, A.-M., & De Belie, N. (2008). Strength and durability of high-volume fly ash concrete. Structural Concrete, 9(2), 101-108. doi:10.1680/stco.2008.9.2.101 es_ES
dc.description.references Lammertijn, S., & De Belie, N. (2008). Porosity, gas permeability, carbonation and their interaction in high-volume fly ash concrete. Magazine of Concrete Research, 60(7), 535-545. doi:10.1680/macr.2008.60.7.535 es_ES
dc.description.references Bouzoubaâ, N., Bilodeau, A., Tamtsia, B., & Foo, S. (2010). Carbonation of fly ash concrete: laboratory and field data. Canadian Journal of Civil Engineering, 37(12), 1535-1549. doi:10.1139/l10-081 es_ES
dc.description.references Zhang, Y. M., Sun, W., & Yan, H. D. (2000). Hydration of high-volume fly ash cement pastes. Cement and Concrete Composites, 22(6), 445-452. doi:10.1016/s0958-9465(00)00044-5 es_ES
dc.description.references Zhao, Q., He, X., Zhang, J., & Jiang, J. (2016). Long-age wet curing effect on performance of carbonation resistance of fly ash concrete. Construction and Building Materials, 127, 577-587. doi:10.1016/j.conbuildmat.2016.10.065 es_ES
dc.description.references Barbhuiya, S. A., Gbagbo, J. K., Russell, M. I., & Basheer, P. A. M. (2009). Properties of fly ash concrete modified with hydrated lime and silica fume. Construction and Building Materials, 23(10), 3233-3239. doi:10.1016/j.conbuildmat.2009.06.001 es_ES
dc.description.references Filho, J. H., Medeiros, M. H. F., Pereira, E., Helene, P., & Isaia, G. C. (2013). High-Volume Fly Ash Concrete with and without Hydrated Lime: Chloride Diffusion Coefficient from Accelerated Test. Journal of Materials in Civil Engineering, 25(3), 411-418. doi:10.1061/(asce)mt.1943-5533.0000596 es_ES
dc.description.references Kumar, M., Singh, S. K., & Singh, N. P. (2012). Heat evolution during the hydration of Portland cement in the presence of fly ash, calcium hydroxide and super plasticizer. Thermochimica Acta, 548, 27-32. doi:10.1016/j.tca.2012.08.028 es_ES
dc.description.references Gunasekara, C., Sandanayake, M., Zhou, Z., Law, D. W., & Setunge, S. (2020). Effect of nano-silica addition into high volume fly ash–hydrated lime blended concrete. Construction and Building Materials, 253, 119205. doi:10.1016/j.conbuildmat.2020.119205 es_ES
dc.description.references Mohammed, M. E., Al-Shathr, B. S., & al-Attar, T. S. (2020). Effect of incorporating hydrated lime on strength gain of high-volume fly ash lightweight concrete. IOP Conference Series: Materials Science and Engineering, 737, 012058. doi:10.1088/1757-899x/737/1/012058 es_ES
dc.description.references Bentz, D. P. (2014). Activation energies of high-volume fly ash ternary blends: Hydration and setting. Cement and Concrete Composites, 53, 214-223. doi:10.1016/j.cemconcomp.2014.06.018 es_ES
dc.description.references Gandía-Romero, J. M., Ramón, J. E., Bataller, R., Palací, D. G., Valcuende, M., & Soto, J. (2016). Influence of the area and distance between electrodes on resistivity measurements of concrete. Materials and Structures, 50(1). doi:10.1617/s11527-016-0925-2 es_ES
dc.description.references Ahmad, S. (2003). Reinforcement corrosion in concrete structures, its monitoring and service life prediction––a review. Cement and Concrete Composites, 25(4-5), 459-471. doi:10.1016/s0958-9465(02)00086-0 es_ES
dc.description.references Matos, P. R. de, Sakata, R. D., & Prudêncio, L. R. (2019). Eco-efficient low binder high-performance self-compacting concretes. Construction and Building Materials, 225, 941-955. doi:10.1016/j.conbuildmat.2019.07.254 es_ES
dc.description.references Hornbostel, K., Larsen, C. K., & Geiker, M. R. (2013). Relationship between concrete resistivity and corrosion rate – A literature review. Cement and Concrete Composites, 39, 60-72. doi:10.1016/j.cemconcomp.2013.03.019 es_ES
dc.description.references Shi, C. (2004). Effect of mixing proportions of concrete on its electrical conductivity and the rapid chloride permeability test (ASTM C1202 or ASSHTO T277) results. Cement and Concrete Research, 34(3), 537-545. doi:10.1016/j.cemconres.2003.09.007 es_ES
dc.description.references Li, S., & Roy, D. M. (1986). Investigation of relations between porosity, pore structure, and C1− diffusion of fly ash and blended cement pastes. Cement and Concrete Research, 16(5), 749-759. doi:10.1016/0008-8846(86)90049-9 es_ES
dc.description.references Ngala, V., Page, C., Parrott, L., & Yu, S. (1995). Diffusion in cementitious materials: II, further investigations of chloride and oxygen diffusion in well-cured OPC and OPC/30%PFA pastes. Cement and Concrete Research, 25(4), 819-826. doi:10.1016/0008-8846(95)00072-k es_ES
dc.description.references Zhang, T., & Gjørv, O. E. (1996). Diffusion behavior of chloride ions in concrete. Cement and Concrete Research, 26(6), 907-917. doi:10.1016/0008-8846(96)00069-5 es_ES
dc.description.references Amiri, O., Aı̈t-Mokhtar, A., Dumargue, P., & Touchard, G. (2001). Electrochemical modelling of chloride migration in cement based materials. Electrochimica Acta, 46(9), 1267-1275. doi:10.1016/s0013-4686(00)00717-9 es_ES
dc.description.references Shehata, M. H., Thomas, M. D. A., & Bleszynski, R. F. (1999). The effects of fly ash composition on the chemistry of pore solution in hydrated cement pastes. Cement and Concrete Research, 29(12), 1915-1920. doi:10.1016/s0008-8846(99)00190-8 es_ES
dc.description.references Alonso, M. C., & Sanchez, M. (2009). Analysis of the variability of chloride threshold values in the literature. Materials and Corrosion, 60(8), 631-637. doi:10.1002/maco.200905296 es_ES
dc.subject.ods 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación es_ES


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

Mostrar el registro sencillo del ítem