Table 3 Helical pile-soil model characteristics.
From: Influence of P-wave oblique incidence on seismic response of helical piles in soft soil sites
Condition | Seismic wave | Number of helical blades | Acceleration amplitude/g | Superstructural forces/kN |
|---|---|---|---|---|
1 | El-Centro | 2 | 0.05 | 10 |
2 | El-Centro | 2 | 0.1 | 10 |
3 | El-Centro | 2 | 0.3 | 10 |
4 | El-Centro | 1 | 0.1 | 10 |
5 | Kobe | 2 | 0.1 | 10 |
