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Consolidation Parameters: SOFT ORGANIC CLAY

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: SOFT ORGANIC CLAY1 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)
SOFT ORGANIC CLAY0.060.0220.510.250.10.020.001OCR~1.0; normally consolidated; secondary compression (creep) may exceed primary consolidationMesri & Godlewski 1977; Das 2021; Terzaghi Peck Mesri 199641.5

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