Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil

Figure 14

Displacement of coarse-grained frozen soil particles at various inclinations of the temperature gradient: (a) inclination of 0°, (b) inclination of 5°, (c) inclination of 10°, and (d) inclination of 15° (unit: meters).

(a)

(b)

(c)

(d)