Loss of controllability in unsaturated soils

Giuseppe Buscarnera, Roberto Nova

Research output: Contribution to journalArticle

4 Scopus citations

Abstract

A study on the triggering of instability modes during soaking of unsaturated soil specimens is presented. A constitutive model for unsaturated soils is linked in fact with the loss-of-controllability theory. The model is based on the concept of energy conjugated generalised stress variables. A convenient expression for effective stresses for partially saturated soils is adopted. It is shown that the saturation index acts as an extensive variable, the corresponding intensive variable being the modified suction. The controllability of generalised loading tests is then considered, with attention to tests at varying water content. It is shown that instability phenomena, such as collapse at constant axial loading and suction, can be described.

Original languageEnglish (US)
Pages (from-to)235-250
Number of pages16
JournalEuropean Journal of Environmental and Civil Engineering
Volume13
Issue number2
DOIs
StatePublished - Jan 1 2009

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Keywords

  • Constitutive modeling
  • Instability
  • Slope failure
  • Test controllability
  • Unsaturated soil

ASJC Scopus subject areas

  • Environmental Engineering
  • Civil and Structural Engineering

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