Research Article
Calculative Width of Pile Foundation on Slope Based on Particle Image Velocimetry (PIV)
Table 9
m-value based on effective calculative width.
| | Slope (°) | Critical load (kN) | Horizontal displacement (mm) | m-value (MN/m4) |
| | 0 | 5.11 | 3.27 | 220.69 | | 15 | 4.09 | 4.39 | 108.76 | | 30 | 2.10 | 2.87 | 92.19 | | 45 | 1.97 | 3.23 | 83.07 |
|
|
