Geotechnique

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  Año 1996, Vol. 46, Número 2

  • The origins of the theory of consolidation: the Terzaghi-Fillunger dispute

    págs. 175-186

    

  • Mandel's problem revisited

    págs. 187-196

    

  • Fast shearing of pre-existing shear zones in soil

    págs. 197-234

    

  • The deflection of piles during driving

    págs. 235-244

    

  • The effects of inertial coupling in the interpretation of dynamic soil tests

    págs. 245-258

    

  • Physical-chemical effects on the behaviour of a coastal mudslide

    págs. 259-278

    

  • Elastoplastic soil constitutive laws generalized to partitially saturated states

    págs. 279-290

    

  • Yeilding and plastic behaviour of an unsaturated compacted silt

    págs. 291-312

    

  • Simple design tools for piled raft foundations

    págs. 313-328

    

  • A numerical investigation of landfill hydraulics using variably saturated flow theory

    págs. 329-342

    

  • Investigation of hydraulic aperture at surface-exposed rock fractures in situ

    págs. 343-350

    

  • Dynamic consolidation of mixed fill - a cost-effective alternative to piling: a case record

    págs. 351-356

    

  • Objective criteria for determining G~m~a~x from bender element tests

    págs. 357-362

    

  • Stress-state-permeability relations for overconsolidated clays

    págs. 363-366