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dc.contributor | Escuela de Ingeniería Agraria y Forestal | es_ES |
dc.contributor.author | Guerra Romero, Manuel Ignacio | |
dc.contributor.author | Jagadesh, P | |
dc.contributor.author | Juan Valdés, Andrés | |
dc.contributor.author | Morán del Pozo, Julia María | |
dc.contributor.author | García González, Julia | |
dc.contributor.author | Martínez García, Rebeca | |
dc.contributor.other | Ingenieria Agroforestal | es_ES |
dc.date | 2021 | |
dc.date.accessioned | 2024-04-22T10:49:26Z | |
dc.date.available | 2024-04-22T10:49:26Z | |
dc.identifier.citation | Guerra Romero, M. I.; Jagadesh, P.; Juan Valdés, A.; Morán Del Pozo, J. M.; García González, J.; Martínez García, R. (2021). Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview. Applied Sciences, 11(13), https://doi.org/10.3390/APP11136028 | es_ES |
dc.identifier.uri | https://hdl.handle.net/10612/20029 | |
dc.description.abstract | [EN] One of the prime objectives of this review is to understand the role of design parameters on the mechanical properties (Compressive and split tensile strength) of Self-Compacting Concrete (SCC) with recycled aggregates (Recycled Coarse Aggregates (RCA) and Recycled Fine Aggregates (RFA)). The design parameters considered for review are Water to Cement (W/C) ratio, Water to Binder (W/B) ratio, Total Aggregates to Cement (TA/C) ratio, Fine Aggregate to Coarse Aggregate (FA/CA) ratio, Water to Solid (W/S) ratio in percentage, superplasticizer (SP) content (kg/cu.m), replacement percentage of RCA, and replacement percentage of RFA. It is observed that with respect to different grades of SCC, designed parameters affect the mechanical properties of SCC with recycled aggregates. | es_ES |
dc.language | eng | es_ES |
dc.publisher | MDPI | es_ES |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Ingeniería agrícola | es_ES |
dc.subject | Ingeniería forestal | es_ES |
dc.subject.other | Self-compacting Concrete | es_ES |
dc.subject.other | Recycled Aggregates | es_ES |
dc.subject.other | Design Parameters | es_ES |
dc.subject.other | Mechanical Properties | es_ES |
dc.title | Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.identifier.doi | 10.3390/APP11136028 | |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es_ES |
dc.identifier.essn | 2076-3417 | |
dc.journal.title | Applied Sciences | es_ES |
dc.volume.number | 11 | es_ES |
dc.issue.number | 13 | es_ES |
dc.page.initial | 6028 | es_ES |
dc.type.hasVersion | info:eu-repo/semantics/publishedVersion | es_ES |
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