Sheet Pile Wall Sand Anchor

Tips

This tool is for analyzing the anchor sheet piling penetrating sandy soils, as shown in the figure above.
A homogenous soil layer with groundwater is considered. The cohesion of sand layer is assumed to be zero.
The tie rod of anchor connecting the sheet pile is located above the groundwater table, at a depth of l₁.
The Rankine earth pressure theory is used.
The unit weight of water is 9.8 kN/m³.
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′₈ (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
Anchor force per unit length
F_anchor (kN/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