Research Article
Influence of Freeze-Thaw Cycles on Mechanical Response of Levee Pavement
Table 2
Experimental scheme of the triaxial compression test.
| | Initial dry density (g/cm3) | Initial moisture content (%) | Confining pressure (kPa) | Temperature range (°C) | Number of freeze-thaw cycles |
| | 1.50 | 20.2 | 50, 100, 150 | ±30 | 3 | | | 18.2 | 50, 100, 150 | ±30 | 3 | | 1.57 | 20.2 | 50, 100, 150 | ±30, ±20, ±10, ±5 | 0, 1, 3, 5, 7 | | | 22.2 | 50, 100, 150 | ±30 | 3 | | 1.63 | 20.2 | 50, 100, 150 | ±30 | 3 |
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