Geotechnique

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  Año 1994, Vol. 44, Número 2

  • Thames Tunnel: geology, site investigation and geotechnical problems

    pág. 191

    

  • Residual strength of kaolin and bentonite: the influence of their constituent pore fluid

    pág. 217

    

  • An analysis of pressuremeter holding tests

    pág. 227

    

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

    pág. 239

    

  • Analysis of groundwater flow through leaky marine retaining structures

    pág. 255

    

  • Analytical solution to the seismic response of visco-elastic soil layers

    pág. 265

    

  • Design of piled bridge abutments on soft clay for loading from lateral soil movements

    pág. 277

    

  • Seepage beneath unsymmetric cofferdams

    pág. 297

    

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

    pág. 307

    

  • Some aspects of pressuremeter test interpretation in clays

    pág. 319

    

  • Strain softening and state parameter for sand modelling

    pág. 335

    

  • An analysis of bored pile/diaphragm wall installation effects

    pág. 341

    

  • Stress-state-permeability relations for overconsolidated clays

    pág. 349

    

  • Seasonal ground movement in unsaturated clay: an examination of field behaviour

    pág. 353

    

  • The yielding of Bothkennar clay

    pág. 359

    

  • Hydraulic conductivity of a recent estuarine silty clay at Bothkennar

    pág. 363

    

  • Deformation localization in cavity inflation experiments on dry sand

    pág. 365