Rankine pseudo-static earth pressure for c-φ soils

Engineering

• Rankine 100%
• Rigid Wall 50%
• Friction Angle 50%
• Closed Form Solution 50%
• Retaining Walls 50%
• Constant Value 50%
• Inertial Force 50%

Keyphrases

• Pressure Formulation 50%
• Active Force 50%