6. CONCLUSION
6.2 Recommandations et travaux futurs
Pour continuer l’amélioration de la connaissance du phénomène, d’éventuels travaux de recherche futurs doivent être considérés :
- Une comparaison avec la méthode directe pour le cas de Garner Valley peut être envisagé, via une analyse par éléments finis complète, sur un logiciel tel que SASSI
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ou Abaqus. La comparaison aux résultats de la méthode indirecte des sous- structures présentée ici pourrait confirmer les conclusions précédentes.
- La structure SFSI du site GVDA est symétrique et en surface. Une étude du même type sur une structure asymétrique et/ou en avec enfouissement pourrait amener une amélioration de la compréhension du phénomène.
- Il a été vu que la taille réduite de la structure pouvait amener à des imprécisions (moyenne de la vitesse de cisaillement, hypothèses d’absence de rotation et torsion autours des axes...). Étendre la recherche des effets de l’interaction-structure avec des instrumentations d’un site de plus grande envergure pourrait permettre de s’intéresser aux effets sur des structures véritables et commerciales : ponts, bâtiments etc.
Pour finir, j’aimerai ajouter que l’interaction sol-structure porte bien son nom : il s’agit d’un phénomène complexe, dont la nature est à la fois géotechnique et structurelle. Le partage des connaissances, des ressources, et des points de vue entre les ingénieurs structures et les ingénieurs géotechniques est essentiel, et doit être souligné.
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Annexes
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