Research Article
Crack Characteristic and Permeability Change of Compacted Clay Liners with Different Liquid Limits under Dry-Wet Cycles
Table 3
Cracking characteristic parameters of the six CCLs.
| Soil number | Crack parameters | Crack block parameters | CR (%) | CL (mā1) | Number | Mean area (cm2) | Mean size (cm) |
| Soil #1 | 1.26 | 4.43 | 2 | 1190.2 | 34.5 | Soil #2 | 1.92 | 5.58 | 6 | 400.0 | 20.0 | Soil #3 | 7.66 | 15.15 | 19 | 125.4 | 11.2 | Soil #4 | 10.48 | 21.60 | 98 | 125.4 | 4.9 | Soil #5 | 17.44 | 31.47 | 305 | 24.0 | 2.8 | Soil #6 | 19.55 | 35.90 | 421 | 5.3 | 2.3 |
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