Research Article
Seepage Behaviour of Fractured Rock Mass Infilling Using Different Transfixion Rates under Cyclic Loading
Table 1
Selected sample parameters.
| No. | Height (mm) | Diameter (mm) | Weight (g) | Density (g/cm3) |
| G1 | 97.23 | 49.83 | 390.89 | 2.06 | G2 | 97.22 | 49.67 | 385.39 | 2.04 | G3 | 97.15 | 49.51 | 383.53 | 2.05 | F1 | 98.26 | 49.81 | 394.62 | 2.06 | F2 | 97.12 | 49.75 | 390.90 | 2.07 | F3 | 96.70 | 49.75 | 383.68 | 2.04 | E1 | 96.25 | 49.60 | 385.09 | 2.07 | E2 | 96.56 | 49.62 | 386.30 | 2.06 | E3 | 93.51 | 49.90 | 373.64 | 2.04 | D1 | 96.98 | 49.75 | 385.24 | 2.04 | D2 | 98.16 | 49.76 | 390.41 | 2.04 | D3 | 98.13 | 49.75 | 388.73 | 2.03 |
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