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Review of the literature
Mechanical properties of the Newfield clay
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aluminum disk anisotropic consolidation tests axial load back pressure boundary surface burette Cam-clay model cell pressure consolidation line consolidation pressure constant test Continuum Mechanics conventional drained tests corresponding critical void ratio CVR line cyclic drained test decreased dilatancy Drucker elastic domain equation failure Gault clay Henkel hydrostatic pressure increased initial isotropic consolidation isotropical1y Kg/cm London clay maximum stress ratio measured mechanics Newfield clay normally consolidated clays normally consolidated samples observed obtained overconsolidated sample paragraph path dependency permanent strain increment plastic strain increment plotted pore pressure recoverable shearing strains right boundary shear stress shear test shown on Fig soil strain increment vector stress cycle stress history stress increment stress path stress point stress-strain behavior stress-strain curves swelling lines test S-4 tests on normally thixotropic triaxial test undrained unloading and reloading void ratio line volume change volumetric and shearing volumetric strain increments work-hardening materials yield locus yield surface