Veuillez utiliser cette adresse pour citer ce document : http://hdl.handle.net/123456789/3615
Titre: UNDRAINED BEARING CAPACITY OF EMBEDDED STRIP FOOTINGS UNDER VERTICAL AND HORIZONTAL LOADS
Auteur(s): D. BENMEDDOUR
H. YAHIA-CHERIF
M. MELLAS
Mots-clés: bearing capacity, inclined loads, failure envelope, numerical modeling, embedded foundation
Date de publication: 12-jui-2013
Résumé: This paper is concerned with the undrained bearing capacity of embedded strip footing under inclined loading (i.e. combined vertical and horizontal). A series of numerical computations using the finite-difference code Fast Lagrangian Analysis of Continua (FLAC) was carried out to evaluate the failure envelopes in vertical force – horizontal force (V-H) plane, using both probe and swipe analyses. The adopted approach involves a numerical solution of the equations governing elasto-plastic soils. The soil is modeled by an elasto-plastic model with a Tresca criterion. The results are presented in terms of the failure envelope in vertical and horizontal loading plane.
URI/URL: http://dspace.univ-biskra.dz:8080/jspui/handle/123456789/3615
ISSN: 1112 - 3338
Collection(s) :CS N 18

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