Research Article
Estimating the Uplift Bearing Capacity of Belled Piers Adjacent to Sloping Ground by Numerical Modeling Based on Field Tests
Figure 11
The 3D sketches of the attenuation coefficient ω with respect to distance a and embedment depth h with β of (a) 15°, (b) 30°, and (c) 45°.
| (a) |
| (b) |
| (c) |