2008, English, Article edition: GENERALIZED PLASTICITY CONSTITUTIVE MODEL BASED ON STATE PARAMETER APPROACH FOR SATURATED AND UNSATURATED SOILS Manzanal, Diego; Pastor, Manuel; Fernandez Merodo, José

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Bookmark: http://trove.nla.gov.au/version/201198
Physical Description
  • text
Published
  • HAL - CCSD
  • 2008
Language
  • English

Edition details

Title
  • GENERALIZED PLASTICITY CONSTITUTIVE MODEL BASED ON STATE PARAMETER APPROACH FOR SATURATED AND UNSATURATED SOILS
Author
  • Manzanal, Diego
  • Pastor, Manuel
  • Fernandez Merodo, José
Published
  • HAL - CCSD
  • 2008
Physical Description
  • text
Subjects
Notes
  • The study developed in this work is focused on constitutive modelling of saturated and unsaturated granular soils from the state parameters point of view. The Generalized Plasticity constitutive equation has been extended in order to reproduce stress-strain behaviour of granular soils with a single set of intrinsic model constants for different densities, confining pressures and saturation conditions.
  • HAL:hal-00408870, version 1
  • HAL:http:/​/​hal.archives-ouvertes.fr/​hal-00408870/​en/​
Language
  • English
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