| HAL: hal-00540382, version 1 |
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| Advances in Geomaterials and Strcutures 2010, Tunisie (2010) |
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| Three-dimensional analysis of piled-raft foundations using a multiphase approach |
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| Patrick De Buhan 1Emmanuel Bourgeois 1 |
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| (2010) |
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| Finite element simulations of the behavior of a piled raft foundation have been carried out using a multiphase model conceived as an extended homogenization method. With this approach, it is not necessary to include in the mesh specific finite elements to account for the piles, that are seen as a part of a homogeneous equivalent material. The model makes it possible to describe the mechanical interaction between the ground and the piles, by means of two scalar parameters (one stiffness parameter and one representing the maximum ground-pile friction). We discuss the application of the model to piled raft foundations, then compare the results obtained with previous numerical simulations |
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| 1: | Laboratoire Navier |
| Ecole des Ponts ParisTech – CNRS : UMR8205 – IFSTTAR | |
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| Multi-échelle |
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| Subject | : | Physics/Mechanics/Mechanics of the solides Engineering Sciences/Mechanics/Mechanics of the solides |
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| reinforced soil – homogenization – multiphase model – elastoplasticity – piled raft foundation |
| hal-00540382, version 1 | |
| http://hal.archives-ouvertes.fr/hal-00540382 | |
| oai:hal.archives-ouvertes.fr:hal-00540382 | |
| From: Patrick De Buhan | |
| Submitted on: Friday, 26 November 2010 15:46:33 | |
| Updated on: Friday, 25 March 2011 15:24:39 | |