Angle of Internal Friction given Bearing Capacity by Vesic's Analysis evaluator uses Angle of Internal Friction = atan(Bearing Capacity Factor dependent on Unit Weight/(2*(Bearing Capacity Factor dependent on Surcharge+1))) to evaluate the Angle of Internal Friction, The Angle of Internal Friction given Bearing Capacity by Vesic's Analysis formula is defined as a geotechnical parameter derived from Vesic's bearing capacity theory. The angle of internal friction (φ) is a measure of the shear strength of soil, representing the angle at which soil particles resist sliding over each other. Angle of Internal Friction is denoted by φ symbol.
How to evaluate Angle of Internal Friction given Bearing Capacity by Vesic's Analysis using this online evaluator? To use this online evaluator for Angle of Internal Friction given Bearing Capacity by Vesic's Analysis, enter Bearing Capacity Factor dependent on Unit Weight (Nγ) & Bearing Capacity Factor dependent on Surcharge (Nq) and hit the calculate button.