Physical model studies on piled embankments with and without geosynthetics
| Autor: | Da Silva Pinto, C., Almeida, M.C.F., Jenck, O., Briançon, L., Houda, M., Emeriault, F. |
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| Přispěvatelé: | Emeriault, Fabrice, Ziegler M., Laackmann K., Brau G., Heerten G., Center of Medical Genetics Jacinto de Magalhaes [Porto], Laboratoire sols, solides, structures - risques [Grenoble] (3SR), Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Université Joseph Fourier - Grenoble 1 (UJF)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS), GéoMécanique, Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Université Joseph Fourier - Grenoble 1 (UJF)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Université Joseph Fourier - Grenoble 1 (UJF)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS), Laboratoire de Génie Civil et d'Ingénierie Environnementale (LGCIE), Université Claude Bernard Lyon 1 (UCBL), Université de Lyon-Université de Lyon-Institut National des Sciences Appliquées de Lyon (INSA Lyon), Université de Lyon-Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA), Laboratoire Optimisation de la Conception et Ingénierie de l'Environnement (LOCIE), Centre National de la Recherche Scientifique (CNRS)-Université Savoie Mont Blanc (USMB [Université de Savoie] [Université de Chambéry]), Ziegler M., Laackmann K., Brau G., Heerten G. |
| Jazyk: | angličtina |
| Rok vydání: | 2014 |
| Předmět: |
Geosynthetic materials
[SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique Length scale [SPI.GCIV.GEOTECH] Engineering Sciences [physics]/Civil Engineering/Géotechnique Test configurations High surface pressure Geosynthetics Geosynthetic reinforcement Physical model Reinforcement Design method Piled embankments Embankments |
| Popis: | cited By 0; Conference of 10th International Conference on Geosynthetics, ICG 2014 ; Conference Date: 21 September 2014 Through 25 September 2014; Conference Code:110984; International audience; This paper presents experimental studies performed at 1g laboratory scale to simulate a piled embankment at a length-scale factor of 1/10. Tests were performed with and without basal geosynthetic reinforcement. Each test configuration was performed twice in order to assess repeatability and to increase confidence in the experimental results. High surface pressure was applied to highlight the mechanisms and the influence of parameters, such as the presence of the geotextile. Results were then compared to analytical models given by standards or guidelines. |
| Databáze: | OpenAIRE |
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