Research Article
Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles
Figure 6
Axial displacement curves of soil samples under freeze-thaw cycle ((a) confining pressure of σ3 = 50 kPa; (b) confining pressure of σ3 = 10 kPa).
| (a) |
| (b) |