Research Article
Disturbance Evolution Behavior of Loess Soil under Triaxial Compression
Figure 6
Evolution curves of disturbance functions based on volumetric strain for undisturbed and remoulded soil samples. (a) σ3 = 50 kPa; (b) σ3 = 100 kPa; (c) σ3 = 200 kPa; (d) σ3 = 300 kPa.
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| (b) |
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