Sheet Pile Wall Clay

Tips

This tool is for analysis of sheet piling penetrating clayey soils, as shown in the figure above.
Two homogenous soil layers are considered in the analysis. The cohesion of sand layer and the friction angle of clay layer are assumed to be zero, and the unit weight of clay layer γ_sat2 is not used in the calculation.
The Rankine earth pressure theory is used.
No surcharge is considered in this case.
All the input parameters should be positive.
For "nan", "0" or "inf" displayed in Results, please check your input parameters.

Welcome! Please input the parameters!

Magnitude of pressure diagram
σ′₁ (kN/m²) = 0.0000
σ′₂ (kN/m²) = 0.0000
σ′₆ (kN/m²) = 0.0000
σ′₇ (kN/m²) = 0.0000
Length of pressure diagram
L₃ (m) = 0.0000
L₄ (m) = 0.0000
Theoretical embedment depth
D_theory (m) = 0.0000
Center point for pressure of ACDE
z (m) = 0.0000
Point for zero shear
z′ (m) = 0.0000
Magnitude of maximum moment
M_max (kN*m/m) = 0.0000
Minimum section modulus
S (10^-3m³/m) = 0.0000