Research Article
Experimental Study on the Effects of Initial Shear Stress and Vibration Frequency on Dynamic Strength of Saturated Sands
Figure 3
Relationship curves between cyclic stress ratio and consolidation ratio: (a) σ3c = 50 kPa; (b) σ3c = 100 kPa; (c) σ3c = 150 kPa.
(a) |
(b) |
(c) |