Discussing the definition of the second-order work for unsaturated soils

Giuseppe Buscarnera*, Claudio di Prisco

*Corresponding author for this work

Research output: Contribution to journalArticle

32 Citations (Scopus)

Abstract

The volumetric compaction due to wetting processes is a phenomenon observed quite often in unsaturated soils. Under certain circumstances, saturation events can result into a sudden and unexpected collapse of the system. These phenomena are usually referred to as wetting-induced collapses, without providing any detailed theoretical justification for this terminology. In order to predict in a general fashion the occurrence of coupled instabilities induced by saturation processes, a generalization of the theoretical approaches usually employed for saturated geomaterials is here provided. More specifically, this paper addresses the problem of hydro-mechanical instability in unsaturated soils from an energy standpoint. For this purpose, an extension of the definition of the second-order work is here suggested for the case of unsaturated porous media. On the basis of some examples of numerical simulations of laboratory tests, coupled hydro-mechanical instabilities are then interpreted in the light of this second-order energy measure. Finally, the implications of the theoretical results here presented are commented from a constitutive modelling perspective. Two possible alternative approaches to formulate incremental coupled constitutive relations are indeed discussed, showing how the onset of hydro-mechanical instabilities can be predicted using an extended form of Hill's stability criterion.

Original languageEnglish (US)
Pages (from-to)36-49
Number of pages14
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume36
Issue number1
DOIs
StatePublished - Jan 1 2012

Fingerprint

Soils
wetting
Wetting
soil
saturation
Stability criteria
Terminology
terminology
energy
Porous materials
porous medium
compaction
Compaction
Computer simulation
modeling
simulation
laboratory test

Keywords

  • Constitutive laws
  • Hydro-mechanical coupling
  • Mechanical instability
  • Second-order work
  • Test controllability
  • Unsaturated soils

ASJC Scopus subject areas

  • Computational Mechanics
  • Materials Science(all)
  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

Cite this

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Discussing the definition of the second-order work for unsaturated soils. / Buscarnera, Giuseppe; Prisco, Claudio di.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 36, No. 1, 01.01.2012, p. 36-49.

Research output: Contribution to journalArticle

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