Geotechnique

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  Año 2000, Vol. 50, Número 2

  • Anistropic stiffness parameters and their measurement in a stiff natural clay

    M. L. Lings

    págs. 109-126

    

  • Comparison of measured and calculated temporary-prop loads at Canada Water Station

    W. Powrie

    págs. 127-140

    

  • Drained probing triaxial tests on a weakly bonded artificial soil

    D. G. Toll

    págs. 141-152

    

  • A kinematic hardening constitutive model for natural clays with loss of structure

    D. M. Wood

    págs. 153-164

    

  • Numerical modelling of full-scale tests on drystone masonry retaining walls

    W. Powrie

    págs. 165-180

    

  • Fall-cone penetration and water content relationship of clays

    T. W. Feng

    págs. 181-188

    

  • Estimation of in situ stresses using anisotropic elasticity and suction measurements

    V. Sivakumar, I. G. Doran

    págs. 189-196

    

  • Laboratory and field studies of response of structures to heave of expansive clay

    S. N. Abduljauwad

    págs. 197-198

    

  • A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests

    R. W. Whittle, M. D. Bolton

    págs. 199-202

    

  • Delayed collapse of cut slopes in stiff clay

    D. M. Potts, N. Kovacevic, P. R. Vaughan

    págs. 203-205