Research Article
Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K0 Consolidation before Freezing
Figure 7
Variations in the long-term and instantaneous strengths of the frozen clay: (a) σf and σf∞ vs. tc, (b) σf and σf∞ vs. , and (c) σf and σf∞ vs. K0.
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| (b) |
| (c) |