Shock and Vibration / 2019 / Article / Fig 8

Research Article

Experimental Study on Shear Failure Mechanism and the Identification of Strength Characteristics of the Soil-Rock Mixture

Figure 8

The curve of shear stress versus horizontal displacement with the breccia gravel and subrounded gravel (SG: subrounded gravel; BG: breccias gravel). (a) Gravel proportion of 10%. (b) Gravel proportion of 30%. (c) Gravel proportion of 50%. (d) Gravel proportion of 70%.
(a)
(b)

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