A Continuous Test Method for Dynamic Change of Real Mesostructures of Soil

Figure 11

The mesostructure images of the specimen’s shear band under different strains: (a) strain 0.91% (point A of Figure 10); (b) strain 2.13% (point B of Figure 10); (c) strain 2.5%; (d) strain 2.69% (peak value, point C of Figure 10); (e) strain 2.81%; (f) strain 2.93%.

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