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

Figure 11

Particle displacements at different strains in coarse-grained frozen soil at 0~-8°C: (a) strain to 1%, (b) strain to 6%, (c) strain to 10%, and (d) strain to 18% (units: meters).

(a)

(b)

(c)

(d)