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

<div>Comparisons between the experimental and calculation results (<i>σ</i><sub>1</sub> = 8 MPa): (a) 3 d, (b) 7 d, and (c) 14 d.</div>

Advances in Civil Engineering

Figure 13: Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure <i>K</i><sub>0</sub> Consolidation before Freezing 