Effect of Prior Cyclic Loading on Triaxial Compression Strength of Sliding Zone Soil of the Huangtupo Landslide

Figure 13

Deviatoric stress versus axial strain under a different number of cycles at a confining pressure of 100 kPa. (a) T = 10 s; (b) T = 60 s; (c) T = 90 s.

(a)

(b)

(c)