Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure <i>K</i><sub>0</sub> Consolidation before Freezing

<div>Variations in instantaneous and long-term Mohr–Coulomb strength parameters vs. <i>t</i><sub>c</sub>: (a) friction angle and (b) cohesion.</div>

Advances in Civil Engineering

Figure 11: Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure <i>K</i><sub>0</sub> Consolidation before Freezing 