Effect of Steel Fibres and Low Calcium Fly Ash on Mechanical and Elastic Properties of Geopolymer Concrete Composites

Table 7

Workability, wet density, and dry density of GPCC Mixes.

𝑉𝑓 (%)	Flow (mm)	Decrease in flow (%)	Degree of workability	Density (kg/m^3)		Increase in density (%)
				Wet	Dry	Wet	Dry
0.0	62.93	0.00	High	2583	2453	0.0	0.0
0.1	60.40	4.02	High	2592	2460	0.34	0.28
0.2	57.33	8.89	High	2616	2479	1.27	1.05
0.3	54.13	13.98	High	2634	2505	1.97	2.11
0.4	51.73	17.79	High	2641	2515	2.24	2.52
0.5	48.40	22.72	Medium	2660	2530	2.98	3.13