Modélisation numérique de la distribution de la poussée latérale des terres en excavations profondes étançonnées
This thesis aims to study the various parameters that may affect the lateral pressure on propped deep excavations. The parametric studies were carried out using numerical modeling based on the finite element method. Extensive parametric studies were performed to explore the effect of soil parameters...
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| Language: | French |
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Université de Sherbrooke
2009
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| Online Access: | http://savoirs.usherbrooke.ca/handle/11143/1520 |