Output Results
Welcome! Please input the parameters!
- For all soils
Coefficient of at rest earth pressure
K0 =
Modulus of elasticity
Es (kN/m2) =
- For clayey soil
Overconsolidation ratio
OCR =
cu (Marchetti normally consolidated)
cu (kN/m2) =
cu (Marchetti overconsolidated)
cu (kN/m2) =
cu (Kamei Method)
cu (kN/m2) =
- For sandy soil
Friction angle
φ (°) =