Research Article
Calculative Width of Pile Foundation on Slope Based on Particle Image Velocimetry (PIV)
Table 8
The mechanical parameters of undisturbed soil.
| | Weight | Y (kN/m3) | 22 | | Coefficients of uniformity | Cu | 22.7 | | Curvature coefficient | Cc | 1.1 | | Cohesion | c (kPa) | 10 | | Internal friction angle | φ (°) | 45.57 | | Water content | ω (%) | 6.3 | | Optimum water content | ω (%) | 6.6 |
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