Table 7 Equivalent Parameters of Retaining Piles.
Section Size | Equivalent Thickness d (m) | Elastic Modulus E (kN/m2) | Weight ω (kN/m3) | Poisson’s Ratio ν |
|---|---|---|---|---|
\(\phi\) 1000@1400 | 0.63 | \(3 \times 10^{7}\) | 7 | 0.2 |
Section Size | Equivalent Thickness d (m) | Elastic Modulus E (kN/m2) | Weight ω (kN/m3) | Poisson’s Ratio ν |
|---|---|---|---|---|
\(\phi\) 1000@1400 | 0.63 | \(3 \times 10^{7}\) | 7 | 0.2 |
