Experimental Investigation on Shear Strength and Microstructure of Chemically Treated Sisal Fiber-Reinforced Concrete

Table 3

Sieve analysis and fine modulus of fine aggregate.

No.	Sieve size	Weight retained (kg)	Retained (%)	Cumulative retained (%)	Cumulative passing (%)	ES C.D3.201 cumulative passing (%)
1	9.5 mm	0	0	0	100	100
2	4.75 mm	15	3.06	3.06	9.94	95–100
3	2.36 mm	40	8.16	11.22	88.78	80–100
4	1.18 mm	80	16.33	27.55	72.45	50–85
5	600 µm	140	28.57	56.12	43.88	25–60
6	300 µm	170	34.69	90.82	9.18	5%−30
7	150 µm	45	9	99.82	0.18	0%−10
8	Pan	—	—	—	—	—
	Total	490	—	288.6	—	—