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15 results on '"Burlon, Sebastien"'

1. Numerical Modelling of Soil-Pile Interface Response

Author

Doghman, M., Mroueh, Hussein, Burlon, Sebastien, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Barla, Marco, editor, Di Donna, Alice, editor, and Sterpi, Donatella, editor

Published
2021
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3. Cyclic Pressuremeter Tests Dedicated to Study the Behavior of Piles Under Cyclic Transverse Loads

Author

Baccara, Rim, Frikha, Wissem, Reiffsteck, Philippe, Burlon, Sébastien, Pisello, Anna Laura, Editorial Board Member, Hawkes, Dean, Editorial Board Member, Bougdah, Hocine, Editorial Board Member, Rosso, Federica, Editorial Board Member, Abdalla, Hassan, Editorial Board Member, Boemi, Sofia-Natalia, Editorial Board Member, Mohareb, Nabil, Editorial Board Member, Mesbah Elkaffas, Saleh, Editorial Board Member, Bozonnet, Emmanuel, Editorial Board Member, Pignatta, Gloria, Editorial Board Member, Mahgoub, Yasser, Editorial Board Member, De Bonis, Luciano, Editorial Board Member, Kostopoulou, Stella, Editorial Board Member, Pradhan, Biswajeet, Editorial Board Member, Abdul Mannan, Md., Editorial Board Member, Alalouch, Chaham, Editorial Board Member, O. Gawad, Iman, Editorial Board Member, Amer, Mourad, Series Editor, Kallel, Amjad, editor, Erguler, Zeynal Abiddin, editor, Cui, Zhen-Dong, editor, Karrech, ALi, editor, Karakus, Murat, editor, Kulatilake, Pinnaduwa, editor, and Shukla, Sanjay Kumar, editor

Published
2019
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4. A review of the legal framework in shallow geothermal energy in selected European countries: Need for guidelines

Author

Tsagarakis, Konstantinos P., Efthymiou, Loukia, Michopoulos, Apostolos, Mavragani, Amaryllis, Anđelković, Aleksandar S., Antolini, Francesco, Bacic, Mario, Bajare, Diana, Baralis, Matteo, Bogusz, Witold, Burlon, Sébastien, Figueira, João, Genç, M. Serdar, Javed, Saqib, Jurelionis, Andrius, Koca, Kemal, Ryżyński, Grzegorz, Urchueguia, Javier F., and Žlender, Bojan

Published
2020
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8. A review of different pile design approaches in chalk used in France and the UK: case studies from French sites.

Author

Doghman, Mirna, Mroueh, Hussein, and Burlon, Sebastien

Subjects
CHALK, DEAD loads (Mechanics), LONG-Term Evolution (Telecommunications), CONE penetration tests
Abstract

Design of piles in chalk is considered as an important issue for a number of geotechnical applications in Northern Europe. Few methods exist for predicting the ultimate axial pile capacity in chalk, but little guidance can be found regarding the design of driven piles in this complex material as experience is rather limited. This paper aims to study the short and long-term predictive performance of different pile design methods used in France and the UK where chalk is found widespread in the north-west coast and the south-east coast, respectively. Conventional methods used in France and the UK are compared by considering seven full-scale static load tests performed in Paris Basin and extracted from the LCPC pile database. The ratio of the measured vs calculated pile shaft resistance and base resistance value is analysed and the scatter of each method is studied. The comparison shows large differences between results. Extension of the database is of great importance to improve the predictive reliability. The last part discusses the evolution of the long-term capacity of driven piles in chalk due to ageing effects. Results show an increasing trend after driving, following a hyperbolic evolution curve. [ABSTRACT FROM AUTHOR]

Published
2022
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15. Influence of diaphragm wall installation on the numerical analysis of deep excavation.

Author

Burlon, Sebastien, Mroueh, Hussein, and Shahrour, Isam

Subjects
*EXCAVATION, *DIAPHRAGM walls, *NUMERICAL analysis, *INSTALLATION of equipment, *STRAINS & stresses (Mechanics), *RETAINING walls, *MATHEMATICAL models
Abstract

SUMMARY This paper presents a numerical analysis of the influence of initial stress state on the response of deep excavation supported by retaining wall. Indeed, the influence of diaphragm wall installation prior to excavation works may affect the soil response and lateral wall deflection induced by excavation process. The first part of this paper gives a short review of the numerical methods aimed to reproduce the retaining wall installation. Numerical analysis of a deep excavation in two-dimensional and three-dimensional conditions is then performed according to the methods previously presented. In three-dimensional conditions, diaphragm wall installation is performed considering a sequence of panels, described by their number and length. Results of three-dimensional calculations confirm that stress state is disturbed by wall installation, which has a sensitive effect on the ground response induced by soil excavation. It is also noted that these results are not easily reproduced in two-dimensional conditions. Copyright © 2012 John Wiley & Sons, Ltd. [ABSTRACT FROM AUTHOR]

Published
2013
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