Cohesion of Soil given Round Footing and Bearing Capacity evaluator uses Cohesion of Soil given Round Footing = (Ultimate Bearing Capacity-((Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight*0.6)))/(1.3*Bearing Capacity Factor dependent on Cohesion) to evaluate the Cohesion of Soil given Round Footing, The Cohesion of Soil given Round Footing and Bearing Capacity formula is defined as the shear strength of soil. It represents the internal molecular attraction between soil particles. The cohesion of soil can vary depending on several factors, including the shape of the soil mass or the structural element under consideration, considering round footing. Cohesion of Soil given Round Footing is denoted by Cr symbol.
How to evaluate Cohesion of Soil given Round Footing and Bearing Capacity using this online evaluator? To use this online evaluator for Cohesion of Soil given Round Footing and Bearing Capacity, enter Ultimate Bearing Capacity (qf), Effective Surcharge (σ'), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ), Width of Footing (B), Bearing Capacity Factor dependent on Unit Weight (Nγ) & Bearing Capacity Factor dependent on Cohesion (Nc) and hit the calculate button.