Geotechnique

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  Año 2005, Vol. 55, Número 3

  • The influence of soil anisotropy and K~0 on ground surface movements resulting from tunnel excavation

    J. N. Franzius

    págs. 189-200

    

  • An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil

    M. M. Futai, M. S. S. Almeida

    págs. 201-214

    

  • A shear strength model for idealised infilled joints under constant normal stiffness

    H. S. Welideniya, B. Indraratna

    págs. 215-226

    

  • One-dimensional consolidation of lumpy clay with non-linear properties

    T.-S. Tan, L.-A. Yang

    págs. 227-236

    

  • Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China

    X. Q. Li, W. P. Li

    págs. 237-244

    

  • Crushing a weak granular material: experimental numerical analyses

    S. Lobo-Guerrero

    págs. 245-250

    

  • Pore pressure coefficient for soil and rock and its relation to compressional wave velocity

    J. Yang

    págs. 251-256

    

  • Laboratory investigation of multiple grout injections into clay

    Kenichi Soga, M. D. Bolton, S. K. A. Au, M. R. Jafari

    págs. 257-258

    

  • An alternative mechanism of pile failure in liquefiable deposits during earthquakes

    S. Bhattacharya, S. P. G. Madabhushi

    págs. 259-260