Study on Shear Characteristics of Interface between Frozen Soil and Pile during Thawing Process in Permafrost Area

Figure 8

The shear stress-displacement curves under different factors: (a) shear stress-displacement curves vs. normal stress (26%, -1°C), (b) shear stress-displacement curves vs. water content (300 kPa, -3°C), and (c) peak frozen strength vs. temperature (200 kPa, 32%).

(a)

(b)

(c)