作者: Rayed Alyousef , Babar Ali , Hawreen Ahmed , Ghafur H. Ahmed
DOI: 10.3390/MA14040985
关键词: Slump 、 Compressive strength 、 Structural engineering 、 Materials science 、 Young's modulus 、 Self-consolidating concrete 、 Durability 、 Fly ash 、 Ultimate tensile strength 、 Flexural strength
摘要: High-performance self-consolidating concrete is one of the most promising developments in construction industry. Nowadays, designers and ready-mix companies are seeking optimum terms environmental impact, cost, mechanical performance, as well fresh-state properties. This can be achieved by considering mentioned parameters simultaneously; typically, integrating conventional systems with different types high-performance waste mineral admixtures (i.e., micro-silica fly ash) ultra-high range plasticizers. In this study, properties (slump, flow, restricted flow), hardened-state (density, water absorption immersion, compressive strength, splitting tensile flexural stress-strain relationship, modulus elasticity, oven heating test, fire-resistance, freeze-thaw cycles), cost (HPSCC) prepared admixtures, were examined compared three reference mixes, including normal strength-vibrated (NSVC), high-strength self-compacted (HSSCC), highly-viscous (HPVC). Then, a multi parameter analytical approach was considered to identify mix workability, durability.