Research Article
Crack Characteristic and Permeability Change of Compacted Clay Liners with Different Liquid Limits under Dry-Wet Cycles
Table 1
Soil physical properties.
| Soil number | Specific gravity, Gs | Plasticity limit (%) | Liquid limit (%) | Plasticity index | Clay content (%) | Soil type |
| Soil #1 | 2.72 | 19.5 | 33.6 | 14.1 | 8.44 | CL | Soil #2 | 2.71 | 19.8 | 36.1 | 16.3 | 15.38 | CL | Soil #3 | 2.70 | 20.4 | 41.2 | 20.8 | 22.33 | CL | Soil #4 | 2.69 | 21.2 | 47.2 | 26.0 | 29.27 | CL | Soil #5 | 2.68 | 22.5 | 66.6 | 44.1 | 36.21 | CH | Soil #6 | 2.66 | 33.2 | 99.6 | 66.4 | 63.99 | CH |
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