Monopile foundation under lateral cyclic action. Numerical modelling

Andrei Valentin Drăguşin; Loretta Batali

doi:10.1051/e3sconf/20198508008

All issues

Volume 85 (2019)

E3S Web Conf., 85 (2019) 08008

References

Open Access

Issue		E3S Web Conf. Volume 85, 2019 EENVIRO 2018 – Sustainable Solutions for Energy and Environment


Article Number		08008
Number of page(s)		4
Section		Other Topics in Built Environment
DOI		https://doi.org/10.1051/e3sconf/20198508008
Published online		22 February 2019

F. Rosquoët, Pieux sous charge latérale cyclique (PhD thesis, Nantes University, 2004) [Google Scholar]
L. Batali, A. Drăguşin, H. Popa, Numerical modelling by finite elements for a pile foundation under lateral cyclic action (Proceedings of XVI Danube-European Conference on Geotechnical Engineering, Skopje, June 2018) [Google Scholar]
L. Ménard, G. Bourdon, M. Gambin, Méthode générale de calcul d’un pieu sollicité horizontalement en fonction des résultats pressiométriques (Sols-Soils, vol. 22-23, pp. 16-29, 1969) [Google Scholar]
L. Batali, A. Drăguşin, H. Popa, Numerical analysis of the behaviour of a flexible pile foundation versus a rigid one under lateral cyclic action (International Multidisciplinary Scientific GeoConference SGEM, Albena, July 2018)-to be published [Google Scholar]
J. L. Chaboche, S. Forest, J. Besson, G. Cailletaud, Lois de comportement non linéaire des matériaux, 2001 [Google Scholar]
A. Drăguşin, Numerical modelling by finite elements for a pile foundation under lateral cyclic action in sandy soil-parameters influence (26^th European Young Geotechnical Engineers Conference, ISSMGE, Graz, September 2018)-to be published [Google Scholar]
M. H. J. Rakotonindriana, Comportement des pieux et des groups de pieux sous chargement latéral cyclique (PhD thesis, Ecole Nationale des Ponts et Chaussées, Paris, 2009) [Google Scholar]

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[1] F. Rosquoët, Pieux sous charge latérale cyclique (PhD thesis, Nantes University, 2004) [Google Scholar]

[2] L. Batali, A. Drăguşin, H. Popa, Numerical modelling by finite elements for a pile foundation under lateral cyclic action (Proceedings of XVI Danube-European Conference on Geotechnical Engineering, Skopje, June 2018) [Google Scholar]

[3] L. Ménard, G. Bourdon, M. Gambin, Méthode générale de calcul d’un pieu sollicité horizontalement en fonction des résultats pressiométriques (Sols-Soils, vol. 22-23, pp. 16-29, 1969) [Google Scholar]

[4] L. Batali, A. Drăguşin, H. Popa, Numerical analysis of the behaviour of a flexible pile foundation versus a rigid one under lateral cyclic action (International Multidisciplinary Scientific GeoConference SGEM, Albena, July 2018)-to be published [Google Scholar]

[5] J. L. Chaboche, S. Forest, J. Besson, G. Cailletaud, Lois de comportement non linéaire des matériaux, 2001 [Google Scholar]

[6] A. Drăguşin, Numerical modelling by finite elements for a pile foundation under lateral cyclic action in sandy soil-parameters influence (26^th European Young Geotechnical Engineers Conference, ISSMGE, Graz, September 2018)-to be published [Google Scholar]

[7] M. H. J. Rakotonindriana, Comportement des pieux et des groups de pieux sous chargement latéral cyclique (PhD thesis, Ecole Nationale des Ponts et Chaussées, Paris, 2009) [Google Scholar]