Calculate ultimate bearing capacity: q_ult = c·Nc + q·Nq + 0.5γ·B·Nγ (Terzaghi). Bearing capacity factors Nc, Nq, Nγ from φ. Shape, depth, and inclination correction factors (Hansen/Meyerhof). Allowable q = q_ult/FOS.
2D stress state at a point. All stresses in MPa.
Calculate ultimate bearing capacity: q_ult = c·Nc + q·Nq + 0.5γ·B·Nγ (Terzaghi). Bearing capacity factors Nc, Nq, Nγ from φ. Shape, depth, and inclination correction factors (Hansen/Meyerhof). Allowable q = q_ult/FOS
Each component has a specific meaning:
Note: Interpret the soil bearing capacity result against the clinical thresholds and context described above.
Enter the φ for the patient or scenario you are assessing. Calculate ultimate bearing capacity: q_ult = c·Nc + q·Nq + 0.5γ·B·Nγ (Terzaghi). Bearing capacity factors Nc, Nq, Nγ from φ. Shape, depth, and inclination correction factors (Hansen/Meyerhof). Allowable q = q_ult/FOS. Use the soil bearing capacity result to inform your clinical assessment.