Research Article
Crack Characteristic and Permeability Change of Compacted Clay Liners with Different Liquid Limits under Dry-Wet Cycles
Table 4
Normal fitting parameters of CB size probability distribution.
| Soil number | Crack block number | Space length, (cm) | Expectancy value, | Mean square error, | Correlation coefficient |
| Soil #1 | 2 | 8 | 40.4 | 3.4 | 0 | Soil #2 | 6 | 4 | 18.9 | 7.4 | 0.78 | Soil #3 | 19 | 2 | 10.3 | 3.7 | 0.90 | Soil #4 | 98 | 1 | 4.5 | 2.5 | 0.99 | Soil #5 | 305 | 0.5 | 2.4 | 1.5 | 0.98 | Soil #6 | 421 | 0.5 | 2.0 | 1.4 | 0.94 |
|
|