Numerical Analysis of Elastoplastic Behavior of Stone Column Foundation

This paper deals with the influence of the earth pressure at rest coefficient K 0 on stone columns behavior. This parameter is related to the initial stresses caused by the compression of in situ soil and by the installation (expansion of column material). Numerical calculations based on finite elem...

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Veröffentlicht in:	Geotechnical and geological engineering Jg. 30; H. 4; S. 813 - 825
Hauptverfasser:	Six, V., Mroueh, H., Shahrour, I., Bouassida, M.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Dordrecht Springer Netherlands 01.08.2012 Springer Nature B.V Springer Verlag
Schlagworte:	Civil Engineering Compression Earth Earth and Environmental Science Earth pressure Earth Sciences Elastoplasticity Engineering Sciences Finite element method Geotechnical Engineering & Applied Earth Sciences Géotechnique Hydrogeology Initial stresses Installation Numerical analysis Original Paper Soil Stone Stone columns Terrestrial Pollution Waste Management/Waste Technology Soil improvement stone columns Analytical methods Finite element modeling Nonlinear behavior
ISSN:	0960-3182, 1573-1529
Online-Zugang:	Volltext
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