A possible critical state framework for unsaturated compacted soils

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Abstract

Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.
Original languageEnglish
Pages (from-to)385-389
Number of pages5
JournalGeotechnique
Volume57
Issue number4
DOIs
Publication statusPublished - 1 May 2007

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Keywords

  • suction
  • triaxial tests
  • shear strength
  • constitutive relations
  • compaction
  • partial saturation

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