Research Article
Disturbance Evolution Behavior of Loess Soil under Triaxial Compression
Figure 10
Validation of the double-parameter disturbance function based on volumetric 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.
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