2026-07-30T22:16:10Zhttps://riubu.ubu.es/oai/request

oai:riubu.ubu.es:10259/79912023-11-11T01:07:36Zcom_10259_6171com_10259_5086com_10259_2604col_10259_6172

00925njm 22002777a 4500 dc Ortega López, Vanesa author Revilla Cuesta, Víctor author Santamaría, Amaia author Orbe, Aimar author Skaf Revenga, Marta author 2022-06 Four high-workability (pumpable and self-compacting) concretemix designs are presented that incorporate steelmaking slagswith additions of both metallic and polymeric fibers. Electric arcfurnace slag (EAFS) as aggregate, and ladle furnace slag (LFS) andground granulated blast furnace slag (GGBFS) as supplementary cementitious material (SCM) are applied to optimize the sustainability ofthe mix design. The main variables in the microstructural analysis, theporosity and the pore structure of the hardened mixes, were assessedwith mercury intrusion porosimetry (MIP), X-ray computed tomography (XCT) and water capillary penetration analysis. Moreover,shrinkage was observed to decrease when adding metallic fibers and LFS. In general, scanning electron microscopy (SEM) observationsrevealed good quality concrete microstructures. Accelerated aging tests at a moderate temperature (72°C) produced a slight lengthening,which affected the dimensional stability of all the mixtures, which was also conditioned by their micro-porosity. The internal damageinduced by this test decreased the brittle fracture strength of the concrete mixes, although the use of GGBFS and LFS moderated thatdamage, due to the increased compliance of the cementitious matrix. 0899-1561 http://hdl.handle.net/10259/7991 10.1061/(ASCE)MT.1943-5533.0004372 1943-5533 Electric arc furnace slag (EAFS) Ground granulated blast furnace slag (GGBFS) Ladle furnace slag (LFS) Fiber-reinforced high-workability concrete Concrete microstructure and porosity Dimensional stability Microstructure and Dimensional Stability of Slag-Based High-Workability Concrete with Steelmaking Slag Aggregate and Fibers