Geotechnique

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  Año 1994, Vol. 44, Número 1

  • Energy dissipation in inelastic flow of saturated cohesionless granular media

    pág. 1

    

  • Similarity solutions for drained and undrained cavity expansions in soils

    pág. 21

    

  • Cracks, bifurcation and shear bands propagation in saturated clays

    pág. 35

    

  • Asymptotic behaviour of a granular soil in strain path testing

    pág. 65

    

  • Time-drawdown behaviour of constuction dewatering systems in fine soils

    pág. 83

    

  • Development of K~0 in soft soils

    pág. 101

    

  • The effect on propped diaphragm walls of rising groundwater in stiff clay

    pág. 111

    

  • Meaning, measurement and field application of swelling pressure of clay shales

    pág. 129

    

  • Interpretation of shear moduli from cone pressuremeter tests in sand

    pág. 147

    

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

    pág. 165

    

  • Polarizing micro-photometric analysis

    pág. 175

    

  • A complete three-dimensional failure envelope for shallow footings on sand

    pág. 181

    

  • Seismic bearing capacity of soils

    pág. 185