Research Article
Experimental Investigation on Hydraulic Properties of Granular Sandstone and Mudstone Mixtures
Table 1
Weight of SP and MP for each sample.
| No. | Weight ratio of SP/MP | Weight of each particle size (g) | 20–15 mm | 15–12 mm | 12–10 mm | 10–8 mm | 8–5 mm | 5–2.5 mm | <0.25 mm | SP | MP | SP | MP | SP | MP | SP | MP | SP | MP | SP | MP | SP | MP |
| A | 1 : 0 | 787.5 | 0 | 364.5 | 0 | 198 | 0 | 162 | 0 | 175.5 | 0 | 84.4 | 0 | 28.1 | 0 | B | 2 : 1 | 525 | 262.5 | 243 | 121.5 | 132 | 66 | 108 | 54 | 117 | 58.5 | 56.3 | 28.1 | 18.8 | 9.4 | C | 1 : 1 | 393.8 | 393.8 | 182.3 | 182.3 | 99 | 99 | 81 | 81 | 87.8 | 87.8 | 42.2 | 42.2 | 14.1 | 14.1 | D | 1 : 2 | 262.5 | 525 | 121.5 | 243 | 66 | 132 | 54.0 | 108 | 58.5 | 117 | 28.1 | 56.3 | 9.4 | 18.8 | E | 0 : 1 | 0 | 787.5 | 0 | 364.5 | 0 | 198 | 0 | 162 | 0 | 175.5 | 0 | 84.4 | 0 | 28.1 |
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