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

<div>Deviatoric stress versus axial strain at different confining stresses (<i>N</i> = 100). (a) <i>T</i> = 10 s; (b) <i>T</i> = 60 s; (c) <i>T</i> = 90 s.</div>

Advances in Civil Engineering

fig7

Figure 7

Figure 7: Effect of Prior Cyclic Loading on Triaxial Compression Strength of Sliding Zone Soil of the Huangtupo Landslide 