CAPACITE PORTANTE D'UNE SEMELLE FILANTE SUR SOL PUREMENT COHERENT D'EPAISSEUR LIMITEE ET DE COHESION VARIABLE AVEC LA PROFONDEUR.

Massaad Matar, Jean Salencon

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

4 Citations (Scopus)

Abstract

The paper is concerned with the bearing capacity of a strip foundation resting on a rigid bed rock, when the shear strength of the soil is supposed to increase linearly with depth. A calculation of the bearing capacity is performed, taking into account the effects of surface load, cohesion and cohesion gradient simultaneously, within the frame of the plane limit equilibrium theory.
Original languageFrench
Pages (from-to)93-108
JournalAnn Inst Tech Batim Trav Publics
Issue number352
Publication statusPublished - Jul 1977

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