- This tool is for analyzing the anchor sheet piling penetrating clayey soils, as shown in the figure above.
- TWO homogenous soil layerS with groundwater are considered. 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 tie rod of anchor connecting the sheet pile is located above the groundwater table, at a depth of
*l*_{1}. - The Rankine earth pressure theory is used.
- The unit weight of water is 9.8 kN/m
^{3}. - 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.

**Magnitude of pressure diagram**

σ′_{1}(kN/m^{2}) =

σ′_{2}(kN/m^{2}) =

σ′_{6}(kN/m^{2}) =

**Theoretical embedment depth**

D_{theory}(m) =

**Center point for pressure of ACDE**

z (m) =

**Anchor force per unit length**

F_{anchor}(kN/m) =

**Point for zero shear**

z (m) =

**Magnitude of maximum moment**

M_{max}(kN*m/m) =

**Minimum section modulus**

S (10^{-3}m^{3}/m) =