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Cam-clay approach to modelling pre-failure behaviour of sand against experimental data

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Języki publikacji
EN
Abstrakty
EN
The aim of this paper is to compare pre-failure deformations of sand, obtained from a Cam-clay type elastic-plastic model, with experimental data. The experiments were performed in a modern triaxial apparatus, enabling local measurement of both vertical and lateral strains. The experimental programme is briefly described, then a slightly modified, Cam-clay type, elastic-plastic model of sand is presented. Predictions of this model, for different stress paths, are compared with respective experimental results, then extensive discussion of basic problems connected with elasto-plastic modelling of sand is presented. The aim of the discussion is to display some shortcomings of this type of modelling.
Twórcy
autor
  • Institute of Hydro-Engineering of the Polish Academy of Sciences, ul. Kościerska 7, 80-953 Gdańsk, Poland, as@ibwpan.gda.pl
Bibliografia
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  • Sawicki A., Świdziński W. (2002a), Empirical Pre-Failure Stress-Strain Characteristics of Loose Sand in Triaxial Compression, Studia Geotechnica et Mechanica, 3011V, 1-2, 49-71.
  • Sawicki A., Świdziński W. (2002b), Empirical Analysis of Virgin Compression of Sand, Archives of Hydro-Engineering and Environmental Mechanics, 49, 2, 19-35.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0021-0016
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