Research Article
Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles
Figure 7
The relationship curve of the number of freeze-thaw cycles and the axial displacement corresponding to each freeze-thaw cycle under two stress states ((a) confining pressure of σ3 = 50 kPa; (b) confining pressure of σ3 = 10 kPa).
| (a) |
| (b) |