A microstructural cam clay model for hydro-mechanical behavior of unsaturated soils

M.P. Cordão Neto , B.C.F.L. Lopes, M.M.A. Mascarenha, E. Romero

Research output: Contribution to journalArticle

Abstract

In this paper, two new state variables are included in a conventional elastoplastic model, Modified Cam-clay, to incorporate the influence of pore size distribution changes in the mechanical behaviour of unsaturated soils. The first state variable allows capturing the influence of large pore changes in the mechanical behaviour, and is controlled by an evolution law that incorporates plastic volumetric strain. The second state variable is added to reproduce suction effects and the evolution of this variable is also controlled by plastic volumetric strain. The new approach is validated against a variety of experimental data of high porosity soils.
Original languageEnglish
Pages (from-to)3-16
Number of pages13
JournalSoils and Rocks
Volume40
Issue number1
Publication statusPublished - 30 Apr 2017

Keywords

  • high porosity soils
  • mechanical behaviou
  • unsaturated soils
  • new state variables

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    Cordão Neto , M. P., Lopes, B. C. F. L., Mascarenha, M. M. A., & Romero, E. (2017). A microstructural cam clay model for hydro-mechanical behavior of unsaturated soils. Soils and Rocks, 40(1), 3-16.