Research Article

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

Figure 9

Peak frozen strength under different conditions: (a) peak frozen strength vs. normal stress (-3°C), (b) peak frozen strength vs. water content (-3°C), and (c) peak frozen strength vs. temperature (26%).
(a)
(b)
(c)