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Consolidation Parameters: ORGANIC SILT

Typical consolidation parameters (Cc, Cr, Cv, Ca) by soil type for settlement analysis — compression index, recompression index, coefficient of consolidation, and secondary compression coefficient

Civil Engineeringsoil description: ORGANIC SILT1 row
soil descriptionca cc ratio max (dimensionless)ca cc ratio min (dimensionless)cc max (dimensionless)cc min (dimensionless)cc typical (dimensionless)cr cc ratio max (dimensionless)cr cc ratio min (dimensionless)cv ft2 day max (ft^2/day)cv ft2 day min (ft^2/day)ocr guidancestandardvoid ratio max (dimensionless)void ratio min (dimensionless)
ORGANIC SILT0.040.0151.20.30.60.250.120.030.001OCR~1.0 to 1.5; secondary settlements often 20-40% of primary for organic siltsMesri & Godlewski 1977; Das 2021; Holtz & Kovacs 198131

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