ANALYSE DES PENTES RENFORCÉES DE GRANDE TAILLE: UNE APPROCHE NUMÉRIQUE
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Reviews & Ratings
B. J Brinkgreve et W.
Broere). L'optimisation du modèle bidimensionnel de déformation simple par éléments finis a été effectuée pour l'encastrement, la distance au bord et la longueur de la géogrille à l'aide du logiciel PLAXIS.
Il a été observé que le comportement de tassement de la charge et la capacité portante ultime de la semelle peuvent être considérablement améliorés par l'inclusion d'une couche de renforcement à l'endroit approprié dans la pente de remblai. .
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