Overconsolidated Soil (OC) Calculate Time of Settlement Secondary Compression

Layer Thickness (H₀) [m]

Initial Void Ratio (e₀)

Initial Effective Stress (σ'₀) [kPa]

Stress Increase (Δσ') [kPa]

Compression Index (C_c)

Recompression Index (C_r or C_s)

Preconsolidation Pressure (σ'_p) [kPa]

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