Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #7862 details

ATTRIBUTEVALUE
typeA
database id7862
titleA study on modelling the plain strain behaviour of sand and its stability
authorsSawicki A.1, Sławińska J.1
affiliations
pages85 — 100
notesMaszynopis w oprac. Tp4314
full text linkhttp://www.ibwpan.gda.pl/storage/app/media/ahem/ahem59str085.pdf
keywordssand deformations, liquefaction, instability, plane strain compression
abstractsThe plane strain behaviour of sand is studied using, previously proposed, incremental model describing its pre-failure deformations. Original model has been formulated for the tri-axial configuration, and then generalized for 3D conditions. This 3D model was subsequently adapted to study deformations of sand in the plane strain conditions, in the x1, x3 plane. There are three unknowns in such a configuration, namely the principal strains ε1, ε3 and the principal stress σ2. Respective equations were derived, and then applied to study deformations of sand for chosen stress paths. The governing incremental equations were integrated numerically, and it was shown, for some loading paths, that σ2 depends linearly on the other principal stresses, so introduction of apparent Poisson’s ratio is justified, as a kind of approximation. Subsequent analysis of deformations of sand was performed using this concept, as well as using full system of governing equations.
attributes [reviewed] [scientific]
languageen
PART OF
typeC
database id7995
year2012
seriesArchives of Hydro-Engineering and Environmental Mechanics
issueVol. 59, No. 3-4
publisherWydawnictwo IBW PAN
placeGdańsk

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