Inputs
Method — cantilever sheet pile in cohesionless soil
- Ka = (1−sinφ)/(1+sinφ); Kp = 1/Ka.
- Required embedment d ≈ 1.5·H·√(Ka/Kp) (rough first-trial; verify by full moment balance).
- Final design d_design = FS·d_calc. Total length L = H + d_design.
- Maximum bending moment occurs near zero net pressure point; estimate ≈ 0.43·γ·H²·d (per running m).
Results
Ka—
Kp—
Required d—
Design d (×FS)—
Total Length L—
Mmax (approx.)—