Research Article
Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K0 Consolidation before Freezing
Figure 8
Variations in the rates of increase in the instantaneous and long-term strengths of the frozen clay: (a) dσf/dtc and σf∞/dtc vs. tc and (b) dσf/dtc and σf∞/dtc vs. tc.
| (a) |
| (b) |