Square shallow foundation on four rigid inclusions subjected to uncentered vertical load: Centrifuge modelling
Résumé
The load eccentricity effect of a square foundation resting on 4 Rigid Inclusions is investigated with small scale centrifuged models. 3 tests have been performed on instrumented models with the robot of Uni Eiffel Centrifuge laboratory. The kinematics of the foundation and the load transfer towards the Rigid Inclusions are presented.
Domaines
Géotechnique| Origine | Fichiers éditeurs autorisés sur une archive ouverte |
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