![]() Primary consolidation and secondary compression settlements are usually small if the effective stress in the foundation soil applied by the structure is less than the maximum effective past pressure of the soil. Ρ s = Secondary compression settlement, mm ![]() ![]() Ρ c = Primary consolidation settlement, mm Ρ i = Immediate or distortion settlement, mm Total settlement ρ in mm, which is the response of stress applied to the soil, may be calculated as the sum of three components Components Contributing Settlement of Soil
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