Research Article
Utilization of Agroresidual Waste in Effective Blending in Portland Cement
Table 9
Coefficient of water absorption for RHA concrete.
| | Percentage of replacement level | Area of suction (cm2) | Initial mass (gm) | Final mass (gm) | Mass of water absorbed (gm) | Volume of water absorbed Q (mL) | Coefficient of water absorption (m2/sec) |
| | 0 | 55.4951 | 537.30 | 543.58 | 6.28 | 6.28 | 3.5571 | | 5 | 55.5479 | 552.93 | 555.67 | 2.74 | 2.74 | 0.67587 | | 10 | 54.52261 | 524.96 | 526.01 | 1.05 | 1.05 | 0.10320 | | 15 | 55.1261 | 554.69 | 556.24 | 1.55 | 1.55 | 0.21960 | | 20 | 55.0998 | 563.88 | 567.52 | 3.64 | 3.64 | 1.2122 | | 25 | 55.5479 | 557.27 | 561.29 | 4.02 | 4.02 | 1.4548 | | 30 | 55.6272 | 562.14 | 565.95 | 3.81 | 3.81 | 1.3030 |
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