Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/3615
Title: UNDRAINED BEARING CAPACITY OF EMBEDDED STRIP FOOTINGS UNDER VERTICAL AND HORIZONTAL LOADS
Authors: D. BENMEDDOUR
H. YAHIA-CHERIF
M. MELLAS
Keywords: bearing capacity, inclined loads, failure envelope, numerical modeling, embedded foundation
Issue Date: 12-Jun-2013
Abstract: 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: http://dspace.univ-biskra.dz:8080/jspui/handle/123456789/3615
ISSN: 1112 - 3338
Appears in Collections:CS N 18

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