2026-05-23T08:43:52Zhttps://riubu.ubu.es/oai/request

oai:riubu.ubu.es:10259/83482024-01-16T01:05:21Zcom_10259_6171com_10259_5086com_10259_2604col_10259_6172

López Ausín, Víctor Revilla Cuesta, Víctor Skaf Revenga, Marta Ortega López, Vanesa 2024-01-15T12:55:45Z 2024-01-15T12:55:45Z 2024-02 0032-5910 http://hdl.handle.net/10259/8348 10.1016/j.powtec.2024.119396 A suitable content of powdery Ladle Furnace Slag (LFS) has to be selected to balance its hydraulic and expansive properties when added to concrete. In this study, the performance of concrete containing two powdery LFS is studied: H-type LFS, stabilized before use, and N-type LFS, used in its original state. Lower expansiveness was observed in the H-type LFS, and strength development was assisted by the formation of calcium-silicate-hydrates. Therefore, it increased the modulus of elasticity, the splitting tensile strength, and the flexural strength of concrete. Higher hydraulicity and expansiveness were found in the N-type LFS, which improved compressivebehavior-related properties up to a content of 10% but reduced tensile-related properties. These aspects were confirmed through scanning electron microscopy. In general, the H-type LFS improved the mechanical properties and carbon footprint of concrete, and its use is recommended in a multi-criteria approach, although the difference between both LFS was only statistically significant at advanced ages. eng http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess Attribution-NonCommercial-NoDerivatives 4.0 Internacional Concrete Ladle furnace slag Pre-treatment Mechanical performance Analysis of variance Multi-criteria optimum mix Mechanical properties of sustainable concrete containing powdery ladle furnace slag from different sources info:eu-repo/semantics/article