Research Article
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 | — | — |
|
|