Geofluids / 2020 / Article / Fig 8

Research Article

Characteristics of Direct Shear and Particle Breakage of Pebble Gravel Materials

Figure 8

Shear plane of sample I-1 under different normal loads.
(a) 50 kPa
(b) 100 kPa
(c) 200 kPa
(d) 400 kPa

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