- This tool is for analysis of sheet piling penetrating sandy soils, as shown in the figure above.
- A homogenous soil layers with groundwater is considered in the analysis. The cohesion of sand layer is assumed to be zero.
- 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.

**Magnitude of pressure diagram**

σ′_{1}(kN/m^{2}) =

σ′_{2}(kN/m^{2}) =

σ′_{3}(kN/m^{2}) =

σ′_{4}(kN/m^{2}) =

σ′_{5}(kN/m^{2}) =

**Length of pressure diagram**

L_{3}(m) =

L_{4}(m) =

L_{5}(m) =

**Theoretical embedment depth**

D_{theory}(m) =

**Center point for pressure of ACDE**

z (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) =