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

<div>Effect of the number of cycles on sliding zone soil at <i>σ</i><sub>3</sub> = 100 kPa. (a) Curve axial strain versus cycle number with <i>N</i> = 1000; (b) curve deviator stress versus axial strain under <i>N</i> = 100.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Effect of Prior Cyclic Loading on Triaxial Compression Strength of Sliding Zone Soil of the Huangtupo Landslide 