A homogenization method for estimating the bearing capacity of soils reinforced by columns

The ultimate bearing capacity problem of a strip foundation resting on a soil reinforced by a group of regularly spaced columns is investigated in the situation when both the native soil and reinforcing material are purely cohesive. Making use of the yield design homogenization approach, it is shown...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2005-08, Vol.29 (10), p.989-1004
Hauptverfasser:	Jellali, B., Bouassida, M., de Buhan, P.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences bearing capacity Buildings. Public works cohesion ratio columns Computation methods. Tables. Charts Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics homogenization theory macroscopic strength criterion reinforced soil Stabilization. Consolidation Structural analysis. Stresses substitution factor upper bound yield design theory
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