Research Article
Effects of Initial Shear Stress and Vibration Frequency on the Dynamic Pore-Water Pressure of Saturated Sands
Figure 7
Relationship curve between u and N under different dynamic stresses. (a) Kc = 1.0. (b) Kc = 1.5. (c) Kc = 2.0.
| (a) |
| (b) |
| (c) |