Research Article
Effect of Loading Path on the Mechanical Properties of Completely Decomposed Granite Soil Based on the Multiscale Method
Figure 6
Stress-strain curves of CDG soil at different confining pressures. (a) σ1 − σ3 = 100 kPa. (b) σ1 − σ3 = 200 kPa. (c) σ1 − σ3 = 300 kPa. (d) σ1 − σ3 = 400 kPa.
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| (b) |
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