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Earth Pressure Coefficients: cohesive_undrained_very_stiff

Earth pressure coefficients (Ka, K0, Kp) by soil category and friction angle for retaining wall and excavation design

Civil Engineeringsoil_category: cohesive_undrained_very_stiff1 row
soil categoryphi degK0 (dimensionless)Ka (dimensionless)Kp (dimensionless)cohesion kPa (kPa)cohesion psf (psf)delta wall friction deg (deg)descriptiongamma kN m3 (kN/m3)gamma pcf (pcf)
cohesive_undrained_very_stiff01111503,1340Very stiff clay, undrained (phi=0, Su=150 kPa)19.5124

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