Research Article
Effects of Initial Shear Stress and Vibration Frequency on the Dynamic Pore-Water Pressure of Saturated Sands
Table 5
θ under different frequencies, confining pressures, and dynamic stresses.
| Frequency (Hz) | Confining pressure (kPa) | Dynamic stress (kPa) | |
| f = 1.0 | 50 | 41/33/25 | 0.74 | 100 | 83/66/50 | 150 | 125/100/75 |
| f = 2.0 | 50 | 41/33/25 | 0.75 | 100 | 83/66/50 | 150 | 125/100/75 |
| f = 3.0 | 50 | 41/33/25 | 0.76 | 100 | 83/66/50 | 150 | 125/100/75 |
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