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

<div>Triaxial creep test system for frozen soil. (1) Axial loading cell; (2) antiforce frame; (3) pressure cell; (4) cryogenic coolant; (5) specimen; (6) thermocouple; (7) thermostatic bath; (8) confining pressure controller; (9) axial loading controller; (10) computer.</div>

Advances in Civil Engineering

fig2

Figure 2

Figure 2: Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure <i>K</i><sub>0</sub> Consolidation before Freezing 

Advances in Civil Engineering

Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K0 Consolidation before Freezing

Figure 2

Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K₀ Consolidation before Freezing