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Failure evolution in granular material retained by rigid wall in active mode

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents a detailed study of a selected small scale model test, performed on a sample of surrogate granular material, retained by a rigid wall (typical geotechnical problem of earth thrust on a retaining wall). The experimental data presented in this paper show that the deformation of granular sample behind retaining wall can undergo some cyclic changes. The nature of these cycles is not clear – it is probably related to some micromechanical features of granular materials, which are recently extensively studied in many research centers in the world. Employing very precise DIC (PIV) method can help to relate micro and macro-scale behavior of granular materials.
Wydawca
Rocznik
Strony
69--77
Opis fizyczny
Bibliogr. 9 poz., rys.
Twórcy
autor
  • Koszalin University of Technology
  • Koszalin University of Technology, Institute of Hydro-Engineering, Polish Academy of Sciences
Bibliografia
  • [1] LEŚNIEWSKA D., MUIR WOOD D., Observations of stresses and strains in a granular material, J. Engineering Mechanics, ASCE, 2008, 135, 9, 1038–1054.
  • [2] LEŚNIEWSKA D., MUIR WOOD D., PIETRZAK M., Particle scale features in shearing of glass ballotini. Powders and Grains, (ed.) M. Nakagawa, S. Luding, New York, AIP Conference Proceedings, 2009, Vol. 1145, 335–338
  • [3] LEŚNIEWSKA D., MUIR WOOD D., Photoelastic and photographic study of a granular material, Geotechnique, 2010, 60, 903–911.
  • [4] MUIR WOOD D., LEŚNIEWSKA D., Stresses in granular materials, Granular Matter, 2011, 13, 395– 415.
  • [5] NIEDOSTATKIEWICZ M., LEŚNIEWSKA D., TEJCHMAN J., Experimental analysis of shear zone patterns in sand during earth pressure problems using Particle Image Velocimetry, Strain, 2011, 47, 218–231.
  • [6] WIDULIŃSKI Ł., TEJCHMAN J., KOZICKI J., LEŚNIEWSKA D., Discrete simulations of shear zone patterning in sand in earth pressure problems of a retaining wall, Int. J. Solids Struct., 2011, 48, 1191– 1209.
  • [7] WHITE D.J., TAKE W.A., GeoPIV; Particle image velocimetry (PIV) software for use in geotechnical testing. Manual for GeoPIV, Technical Report D-SOILS-TR322, Cambridge University Engineering Department, 2002.
  • [8] WHITE D.J., TAKE W.A., BOLTON M.D., Soil deformation measurements using particle image velocimetry (PIV) and photogrammetry, Geotechnique, 2003, 53, 619–631.
  • [9] WHITE D.J., RANDOLPH M., THOMPSON B., An image-based deformation measurement system for the geotechnical centrifuge, Int. J. Phys. Model. Geotech., 2005, 3, 1–12.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5f207772-d214-49c8-84fe-391983a3fb73
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