Table 5 Impact factor fitting curve of influence factor of soil reaction force.
From: Influence of P-wave oblique incidence on seismic response of helical piles in soft soil sites
Depth | Influence factor of soil reaction force |
|---|---|
0.15Â m | \(D_{o} = - 0.06217x + 0.0061x^{2} - 5.75149 \times 10^{ - 4} x^{3} + 1.00243\) |
0.75Â m | \(D_{o} = - 0.10525x + 0.01092x^{2} - 1.02327 \times 10^{ - 4} x^{3} + 1.03349\) |
1.35Â m | \(D_{o} = - 0.11846x + 0.00984x^{2} - 8.98946 \times 10^{ - 5} x^{3} + 1.03189\) |
1.95Â m | \(D_{o} = - 0.1193x + 0.01089x^{2} - 9.95919 \times 10^{ - 5} x^{3} + 1.01738\) |
2.7Â m | \(D_{o} = - 0.10932x + 0.01001x^{2} - 9.05362 \times 10^{ - 5} x^{3} + 1.01212\) |