Calculate long-term creep settlement: S_s = C_αH·log(t₂/t₁). Secondary compression index C_α: peats 0.05-0.15, organic clay 0.02-0.06, inorganic clay 0.004-0.015. Important for organic soils and embankments on peat.
2D stress state at a point. All stresses in MPa.
Enter the values for the patient or scenario you are assessing. Calculate long-term creep settlement: S_s = C_αH·log(t₂/t₁). Secondary compression index C_α: peats 0.05-0.15, organic clay 0.02-0.06, inorganic clay 0.004-0.015. Important for organic soils and embankments on peat. Use the secondary compression result to inform your clinical assessment.