Mechanical and Microstructural Properties of Bamboo Fiber-Reinforced Concrete Containing a Blend of Waste Marble Powder and Waste Glass Powder

Table 2

Sieve and fineness modulus of fine aggregate.

Sieve size	Weight of sample retained (g)	Percentage retained (%)	Cumulative coarser (%)	Cumulative passing (%)	ASTM C33 limits (%)
9.5 mm	0	0	0	100	100
4.75 mm	20	4.12	4.12	95.88	95–100
2.36 mm	45	9.27	13.39	86.61	80–100
1.18 mm	85	17.52	30.91	69.09	50–85
600 µm	140	28.86	59.77	40.23	25–60
300 µm	160	33	92.77	7.23	5–30
150 µm	35	7.21	99.98	0.02	0–10
Pan
Total	485		300.94