Research Article
A Model of Anisotropic Property of Seepage and Stress for Jointed Rock Mass
Table 2
Principal values
of fracture hydraulic conductivity at different sizes.
| | Sample size (m) | 1 | 4 | 7 | 8 | 9 |
| | Principal value of hydraulic conductivity (×10−6 m/s) | Maximum | 4.23 | 3.28 | 2.77 | 2.69 | 2.66 | | Minimum | 0.80 | 0.97 | 0.87 | 0.88 | 0.85 | | | Ratio | 5.29 | 3.38 | 3.18 | 3.06 | 3.13 |
|
|
