RT info:eu-repo/semantics/article
T1 Impact of Design Parameters on the Ratio of Compressive to Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate
A1 Fraile Fernández, Fernando Jorge
A1 Martínez García, Rebeca
A1 Jagadesh, P
A1 Búrdalo Salcedo, Gabriel
A1 Palencia Coto, María Covadonga
A1 Fernández Raga, María
A2 Ingenieria Mecanica
K1 Ingeniería de minas
K1 Strength Ratio
K1 Self-compacting Concrete
K1 Recycled Aggregates
K1 Design Parameters
AB [EN] Most concrete studies are concentrated on mechanical properties especially strength properties either directly or indirectly (fresh and durability properties). Hence, the ratio of split tensile strength to compressive strength plays a vital role in defining the concrete properties. In this review, the impact of design parameters on the strength ratio of various grades of Self-Compacting Concrete (SCC) with recycled aggregate is assessed. The design parameters considered for the study 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 recycled coarse aggregates (RCA), replacement percentage of recycled fine aggregates (RFA), fresh density and loading area of the specimen. It is observed that the strength ratio of SCC with recycled aggregates is affected by design parameters.
PB MDPI
LK https://hdl.handle.net/10612/20287
UL https://hdl.handle.net/10612/20287
NO Martínez-García, R.; Jagadesh, P.; Búrdalo-Salcedo, G.; Palencia, C.; Fernández-Raga, M.; Fraile-Fernández, F.J. Impact of Design Parameters on the Ratio of Compressive to Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate. Materials 2021, 14, 3480.
DS BULERIA. Repositorio Institucional de la Universidad de León
RD 29-jun-2024