Geotechnique

• 

  Año 1995, Vol. 45, Número 2

  • Analysis of downdrag on pile groups

    pág. 191

    

  • Knowledge-based systems in geotechnical engineering

    pág. 209

    

  • Geotechnical materials and the critical state

    pág. 223

    

  • Effects of sampling on the undrained behaviour of clayey sands

    pág. 237

    

  • Stiffness of fine-grained soil at very small strains

    pág. 249

    

  • Evaluation of in situ anisotropy from crosshole and downhole shear wave velocity measurements

    pág. 267

    

  • Slope stability analysis: a kinematical approach

    pág. 283

    

  • Dynamic displacement analysis of embankment dams

    pág. 295

    

  • On a three-dimensional anisotropic plasticity model for soil

    pág. 301

    

  • Stress state-permeability relationships for dredged sludge and their dependence on microstructure

    pág. 307

    

  • Unsaturated strength behaviour of compacted lateritic soils

    pág. 317

    

  • Stability of infinite slopes

    pág. 321

    

  • Stress-dependency of elastic moduli for cross-anisotropic soils

    pág. 325

    

  • Constant rate of strain consolidation of Singapore marine clay

    pág. 333

    

  • Asymptotic behaviour of a granular soil in strain path testing

    pág. 337

    

  • Cracks, bifurcation and shear bands propagation in saturated clays

    pág. 339

    

  • A generalized procedure for predicting optimal lower bound break-out factors of strip anchors

    pág. 345

    

  • The design of diaphragm-type boundary total stress cells

    pág. 349

    

  • A resin impregnation technique for the determination of the density variations in completed specimens of dry cohesionless soil

    pág. 353

    

  • Removal of cadmium (II) from saturated kaolinite by the application of electrical current

    pág. 355

    

  • Subsurface settlement profiles above tunnels in clays

    pág. 361

    

  • The static compaction of soils

    pág. 363