Disturbance Evolution Behavior of Loess Soil under Triaxial Compression

Figure 11

Validation of the double-parameter disturbance function based on shear strain against the experimental results by Chu and Shao [24] at different moisture contents and confining pressures. (a) σ₃ = 100 kPa; (b) σ₃ = 200 kPa; (c) σ₃ = 300 kPa; (d) σ₃ = 400 kPa.

(a)

(b)

(c)

(d)