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Stresses Strains Elasticity and Plasticity
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angle applied axial-test behaviour calculations Cam-clay model chapter cohesive soil consider consolidation constant corresponding Coulomb critical state concept critical state line critical state model defined deformation deviatoric discontinuity displacement distortion drained effective spherical pressure effective stress elastic engineers equation excess pore-pressure failure flow flownet friction Geotechnique Granta-gravel Hvorslev increment initial isotropic K-line lateral force layer limiting equilibrium limiting-stress liquid limit load-increment London clay material Mohr-Rankine Mohr's circle parameters particles peak plane plastic strain-increments plasticity index plot pore-water predicted principal stress space probing problem remoulded rupture surface sample sand saturated seepage shear strain shear stress shown in Fig Skempton slip slope soil mechanics soil specimen soil-material Sokolovski solution space diagonal specific volume stability strength stress components stress ratio stress-increment tensor test path total stress undrained test vector velocity vertical virgin compression water content yield curve yield function yield surface