Research Article
Erosion Effect on Non-Darcy Hydraulic Characteristics of Limestone and Mudstone Mixture
Table 1
Mixing scheme of LP and MP for different samples (LP: limestone particles; MP: mudstone particles).
| | Sample no. | Content of MP (%) | Weight of each particle group (g) | | A (0-2 mm) | B (2-5 mm) | C (5-10 mm) | D (10-15 mm) | E (15-20 mm) | | LP | MP | LP | MP | LP | MP | LP | MP | LP | MP |
| | 1 | 0 | 1359.8 | 0 | 790.2 | 0 | 890.6 | 0 | 683.4 | 0 | 576.1 | 0 | | 2 | 25 | 1019.8 | 339.9 | 592.7 | 197.6 | 667.9 | 222.6 | 512.5 | 170.8 | 432.1 | 144.0 | | 3 | 50 | 679.9 | 679.9 | 395.1 | 395.1 | 445.3 | 445.3 | 341.7 | 341.7 | 288.0 | 288.0 | | 4 | 75 | 339.9 | 1019.8 | 197.6 | 592.7 | 222.6 | 667.9 | 170.8 | 512.5 | 144.0 | 432.1 | | 5 | 100 | 0 | 1359.8 | 0 | 790.2 | 0 | 890.6 | 0 | 683.4 | 0 | 576.1 |
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