Research Article
Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles
Figure 5
Behavior of expansive soil under different confining pressure in single freeze-thaw ((a) confining pressure of σ3 = 50 kPa; (b) confining pressure of σ3 = 10 kPa).
| (a) |
| (b) |