Research Article
Crack Characteristic and Permeability Change of Compacted Clay Liners with Different Liquid Limits under Dry-Wet Cycles
Table 5
Permeability test results of the six CCLs.
| | Soil number | Permeability (cm/s) | K3/k0 | | | DW0 k0 | DW3 K3 |
| | Soil #1 | 6.75 × 10−7 | 1.21 × 10−5 | 17.9 | 1.14 × 10−5 | | Soil #2 | 1.85 × 10−7 | 5.61 × 10−6 | 30.3 | 5.43 × 10−6 | | Soil #3 | 6.32 × 10−8 | 3.38 × 10−7 | 5.4 | 2.75 × 10−7 | | Soil #4 | 1.24 × 10−8 | 4.25 × 10−8 | 3.4 | 3.01 × 10−8 | | Soil #5 | 2.21 × 10−9 | 2.42 × 10−9 | 1.1 | 2.10 × 10−10 | | Soil #6 | 1.42 × 10−9 | 1.48 × 10−9 | 1.1 | 2.10 × 10−10 |
|
|
