NGI Publication 209
Has parts
Shear strength of Soft Clay in Terms of Effective StressesK0 as Function of Changes in Stress and Strain Conditions during Consolidation, Unloading and Reloading
Vane Shear Strength in Terms of Effective Stresses
Undrained Shear Strength of Overconsolidated Clays
Stability of Natural Slopes in Quick Clays
Yield stresses in Soft Contracting Clays
Publisher
Norges Geotekniske InstituttSeries
NGI Publication;209NGI Publikasjon;209