A study on the properties of fresh self-consolidating glass concrete (SCGC)

Recycled cathode ray tube and liquid crystal display glass as fine aggregate replacement in cementitious materials

“…The similar findings are conducted by Wang and Chen [53]. Wang and Huang [32] have partially replaced the natural sand in SCC mixtures with LCD glass (size 4.75-0.07 mm) at levels of 0%, 10%, 20% and 30%, by volume. Various w/b ratios and various dosages of superplasticizer are employed.…”

“…The increment in the initial setting time is 5.55% and 11.11% with the inclusion of 20% and 40% CRT glass sand, respectively. The extended setting period is mainly due to the hydrophobicity of the glass, which increases the effective water content of the concrete [30][31][32] and retardation effects of the lead on cement hydration [28]. Table 1 summarizes the previous studies about the effect of CRT glass sand on the workability of mortar and concrete.…”

An investigation on the fresh properties of self-compacted lightweight concrete containing expanded polystyrene

“…By increasing the EPS percentage, the unit weight will decrease. Hence, the self-compactibility of concrete cannot be achieved completely by its dead weight which will be resulted a higher V-funnel time [36]. A similar conclusion was also observed by other researchers.…”

Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures

“…A study on the properties of fresh self-consolidating glass concrete (SCGC) investigated by Wang and Huang (2010). They reported that, the slump flow of self-compacting glass concrete (SCGC) increased with higher glass sand replacement.…”