Research Article
A Simplified Calculation Method for the Near-Slope Laterally Loaded Pile Based on a Passive Wedge Model
Figure 6
Comparison of lateral load (F0) versus maximum bending moment (Mmax) curves for different near-slope distances: (a) b = 0D and 2D; (b) b = 4D and 8D.
| (a) |
| (b) |