Luc Thorel
Directeur de Recherche du Développement Durable Deputy head, Centrifuges for Geotechnics Lab. Assistant Director, Dpt.GERS, geotechnics theme leader
CFR / GERS - Département Géotechnique, environnement, risques naturels et sciences de la Terre
CG - Centrifugeuses Géotechniques
Bouguenais
Bâtiment: Building: Bouguer
Allée des Ponts et Chaussées$Route de Bouaye$CS 5004$44344 Bouguenais Cedex
Bureau: Office: B004
Qui contacter en cas d'absence:
In case of emergency:
Matthieu Blanc
Luc Thorel
Directeur de Recherche du Développement Durable Deputy head, Centrifuges for Geotechnics Lab. Assistant Director, Dpt.GERS, geotechnics theme leader
Senior Researcher (Directeur de Recherche du Développement Durable) Deputy head, Centrifuges for Geotechnics Lab. Assistant Director, Dpt.GERS, geotechnics theme leader
CFR / GERS - Département Géotechnique, environnement, risques naturels et sciences de la Terre
CG - Centrifugeuses Géotechniques
ORCID n° : 0000-0002-0218-4144
Technical Committee Member TC 104 "Physical Modelling in Goetechnics", International Society for Soil Mechanics and Geotechnical Engineering (since 2010).
Vice-Chair of the TC104 (since 2022).
Former Council Vice-President, Comité Français de Mécanique des Sols et de Géotechnique (2016-2020).
Luc Thorel obtained his Engineering Degree in Geotechnics and Geophysics in 1987, a diploma delivered by Polytech’Sorbonne, Pierre & Marie Curie University.
He received his PhD in geotechnical engineering, delivered by Ecole des Ponts ParisTech in 1994 for research on Plasticity and damage of ductile rocks : application to rocksalt.
He was research engineer successively both in Lausanne Swiss Federal Institute (1988-1990), working on frost behaviour of soils, and in Ecole Polytechnique (1994-1996), working on mechanical behaviour of clays in the framework of underground storage.
In 1996 he moved to Nantes' Campus of the University Gustave Eiffel (Formerly French Institute of Science and Technology for Transport, Development and Networks IFSTTAR, formerly French Public Work Institute - LCPC) to work on physical modelling as a researcher in the Geotechnical Centrifuge team. In 1999 he was appointed as the head of the LCPC’s Physical Modelling in Geotechnics group.
In 2010 he passed the Accreditation to supervise Research in Civil Engineering & Geotechnics, delivered by Nantes University and became Director of Research in IFSTTAR-LCPC.
In 2013 he was appointed as the Director of the Geomaterials and Modelling in Geotechnics Laboratory, in University Gustave Eiffel’s Nantes campus, and in 2021 deputy head of the Centrifuges for Geotechnics Laboratory. Since 2022 he is Assistant Director for Geotechnics of the Geotechnical Engineering, Environment, Natural hazards and Earth sciences Department (GERS) at Univ. Gustave Eiffel.
He was elected member of the technical committee of the French Society of Soil Mechanics and Geotechnical Engineering in 2006, and became vice-president between 2009 and 2012. In 2012, he was elected member of the Conseil of the CFMS and became vice-president in 2016 for 4 years. Since 2010, he represents the French Geotechnical Society in the International Technical Committee “Physical Modelling in Geotechnics” TC104, and became vice-chair by the end of 2022. He has been also member, from 2014 to 2020, of the editorial board of the Int. Journal Physical Modelling in Geotechnics, and is member of the editorial board of the Transportation Geotechnics Journal since 2021.
Luc Thorel's current research explores themes concerned with physical modelling in geotechnics, particularly with the geotechnical centrifuge. He is working mainly on soil-structure interactions under complex loading, such as soil reinforcement, deep and shallow foundations but also on water migration in soil (including soil-atmosphere interactions or erosion) or vibration mitigation. Recent applications are orientated towards Renewable Marine Energy foundation and anchoring systems. The ongoing challenge for each of these topics is to observe and understand the phenomena, and also to obtain appropriate experimental data to be compared to numerical or theoretical models.
He coordinates research programmes such as the French National ASIRI+ (2019-2023), devoted to soil reinforcement with vertical rigid inclusions.
Luc Thorel is appointed for teaching geotechnics, foundations and physical modelling in geotechnics in several universities and "Ecoles d'Ingénieur", such as Nantes University, Centrale Nantes, Sorbonne University and University Grenoble Alpes.
He has published 70 publications in journals, 189 communications in conferences, 87 research reports for industry. He co-supervised 18 Ph.D students, and was member of 51 PhD jury, including 22 times as a reporter. He has been regularly asked for reviewing papers for the main geotechnical engineering journals. He has been and is still involved in Regional, National, European and International Research programmes or collaborations, as well as in Industry research activities.
ORCID n° : 0000-0002-0218-4144
Technical Committee Member TC 104 "Physical Modelling in Goetechnics", International Society for Soil Mechanics and Geotechnical Engineering (since 2010).
Vice-Chair of the TC104 (since 2022).
Former Council Vice-President, Comité Français de Mécanique des Sols et de Géotechnique (2016-2020).
Luc Thorel obtained his Engineering Degree in Geotechnics and Geophysics in 1987, a diploma delivered by Polytech’Sorbonne, Pierre & Marie Curie University.
He received his PhD in geotechnical engineering, delivered by Ecole des Ponts ParisTech in 1994 for research on Plasticity and damage of ductile rocks : application to rocksalt.
He was research engineer successively both in Lausanne Swiss Federal Institute (1988-1990), working on frost behaviour of soils, and in Ecole Polytechnique (1994-1996), working on mechanical behaviour of clays in the framework of underground storage.
In 1996 he moved to Nantes' Campus of the University Gustave Eiffel (Formerly French Institute of Science and Technology for Transport, Development and Networks IFSTTAR, formerly French Public Work Institute - LCPC) to work on physical modelling as a researcher in the Geotechnical Centrifuge team. In 1999 he was appointed as the head of the LCPC’s Physical Modelling in Geotechnics group.
In 2010 he passed the Accreditation to supervise Research in Civil Engineering & Geotechnics, delivered by Nantes University and became Director of Research in IFSTTAR-LCPC.
In 2013 he was appointed as the Director of the Geomaterials and Modelling in Geotechnics Laboratory, in University Gustave Eiffel’s Nantes campus, and in 2021 deputy head of the Centrifuges for Geotechnics Laboratory. Since 2022 he is Assistant Director for Geotechnics of the Geotechnical Engineering, Environment, Natural hazards and Earth sciences Department (GERS) at Univ. Gustave Eiffel.
He was elected member of the technical committee of the French Society of Soil Mechanics and Geotechnical Engineering in 2006, and became vice-president between 2009 and 2012. In 2012, he was elected member of the Conseil of the CFMS and became vice-president in 2016 for 4 years. Since 2010, he represents the French Geotechnical Society in the International Technical Committee “Physical Modelling in Geotechnics” TC104, and became vice-chair by the end of 2022. He has been also member, from 2014 to 2020, of the editorial board of the Int. Journal Physical Modelling in Geotechnics, and is member of the editorial board of the Transportation Geotechnics Journal since 2021.
Luc Thorel's current research explores themes concerned with physical modelling in geotechnics, particularly with the geotechnical centrifuge. He is working mainly on soil-structure interactions under complex loading, such as soil reinforcement, deep and shallow foundations but also on water migration in soil (including soil-atmosphere interactions or erosion) or vibration mitigation. Recent applications are orientated towards Renewable Marine Energy foundation and anchoring systems. The ongoing challenge for each of these topics is to observe and understand the phenomena, and also to obtain appropriate experimental data to be compared to numerical or theoretical models.
He coordinates research programmes such as the French National ASIRI+ (2019-2023), devoted to soil reinforcement with vertical rigid inclusions.
He has published 70 publications in journals, 189 communications in conferences, 87 research reports for industry. He co-supervised 18 Ph.D students, and was member of 51 PhD jury, including 22 times as a reporter. He has been regularly asked for reviewing papers for the main geotechnical engineering journals. He has been and is still involved in Regional, National, European and International Research programmes or collaborations, as well as in Industry research activities.
Mes dernières références
My latest references
Publications en Revue
International Journals
MAATOUK, Semaan, BLANC, Matthieu, THOREL, Luc, 2021, Impact driving of monopiles in centrifuge: effect on the lateral response in sand, International Journal of Physical Modelling in Geotechnics, ICE Publishing Ltd, 14 p, DOI: 10.1680/jphmg.21.00035
https://doi.org/10.1680/jphmg.21.00035
LI, Zhongsen, BLANC, Matthieu, THOREL, Luc, 2021, Effects of embedding depth and load eccentricity on lateral response of offshore monopiles in dense sand: A centrifuge study, Géotechnique, ICE Publishing Ltd, 37 p, DOI: 10.1680/jgeot.21.00200
https://doi.org/10.1680/jgeot.21.00200
JENCK, Orianne, THOREL, Luc, 2021, Editorial. Modélisation physique en géotechnique, 2ème partie, Revue Française de Géotechique, 168, EDP Sciences, 2 p, DOI: 10.1051/geotech/2021010
https://doi.org/10.1051/geotech/2021010
THOREL, Luc, JENCK, Orianne, 2021, Editorial. Modélisation physique en géotechnique, 1re partie, Revue Française de Géotechnique, 166, EDP Sciences, 2 p, DOI: 10.1051/geotech/2021002
https://doi.org/10.1051/geotech/2021002
LI, Zhong-Sen, BLANC, Matthieu, THOREL, Luc, 2020, Using FBGS to estimate the horizontal response of a monopile in a geotechnical centrifuge, International journal of physical modelling in geotechnics, 20, 3, ICE Publishing Ltd, pp. 164-174, DOI: 10.1680/jphmg.19.00022
https://dx.doi.org/10.1680/jphmg.19.00022
https://www.icevirtuallibrary.com/toc/jphmg/current
KNAPPETT, Jonathan, THOREL, Luc, 2019, Editorial, International Journal of Physical Modelling in Geotechnics, 19, 2, ICE Publishing Ltd, pp. 56-57, DOI: 10.1680/jphmg.2019.19.2.56
https://doi.org/10.1680/jphmg.2019.19.2.56
https://www.icevirtuallibrary.com/toc/jphmg/current
ALMEIDA, Marcio, DA FAGUNDES, Diego, BLANC, Matthieu, THOREL, Luc, 2019, Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling, Geosynthetics International, 27, 3, ICE Publishing Ltd, pp. 301-314, DOI: 10.1680/jgein.19.00011
Plus d'infosEL HAFFAR, Ismat, THOREL, Luc, BLANC, Matthieu, 2019, Impact of pile roughness on shaft resistance in sand, Proceedings of the institution of civil engineers : geotechnical engineering, ICE Publishing Ltd, 11p, DOI: 10.1680/jgeen.18.00135
https://www.icevirtuallibrary.com/doi/abs/10.1680/jgeen.18.00135
SCHIAVON, José A., TSUHA de Hollanda Cavalcanti, Cristina, THOREL, Luc, 2019, Monotonic, cyclic and post-cyclic performance of a single-helix anchor in residual soil of sandstone, Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, DOI: 10.1016/j.jrmge.2018.12.012
https://www.sciencedirect.com/science/article/pii/S1674775518304499
CASINI, Francesca, THOREL, luc, LALICATA, Leonardo, DESIDERI, Augusto, 2018, Experimental observation on a laterally loaded pile in unsaturated silty soil, Canadian Geotechnical Journal, Nrc Research Press, 35p, DOI: 10.1139/cgj-2018-0322
http://www.nrcresearchpress.com/doi/abs/10.1139/cgj-2018-0322
LOZADA, Catalina, CAICEDO, Bernardo, THOREL, Luc, 2018, A new climatic chamber for studying soil-atmosphere interaction in physical models, International Journal of Physical Modelling in Geotechnics, ICE Publishing Ltd, 19p, DOI: 10.1680/jphmg.17.00073
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jphmg.17.00073
SCHIAVON, José A., DE HOLLANDA CAVALCANTI TSUHA, Cristina, NEEL, Alain, THOREL, Luc, 2018, Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand, International Journal of Physical Modelling in Geotechnics, ICE Publishing Ltd, 17p, DOI: 10.1680/jphmg.17.00054
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jphmg.17.00054
LOZADA, Catalina, THOREL, Luc, CAICEDO, Bernardo, 2018, Bearing capacity of circular footings resting on unsaturated dessicated soils, International Journal of Physical Modelling in Geotechnics, ICE Publishing Ltd, 13p, DOI: 10.1680/jphmg.17.00060
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jphmg.17.00060
GIROUT, Romain, BLANC, Matthieu, THOREL, Luc, DIAS, Daniel, 2018, Geosynthetic reinforcement of pile-supported embankments, Geosynthetics international, 25, 1, ICE Publishing Ltd, pp.37-49, DOI: 10.1680/jgein.17.00032
https://doi.org/10.1680/jgein.17.00032
https://www.icevirtuallibrary.com/toc/jgein/current
AGUDELO PEREZ, Zorany, SCHIAVON, José A., DE HOLLANDA CAVALCANTI TSUHA, Cristina, DIAS, Daniel, THOREL, Luc, 2017, Numerical and experimental study on the influence of installation effects on the behaviour of helical anchors in very dense sand, Canadian geotechnical journal, 55, 8, Nrc Research Press, pp.1067-1080, DOI: 10.1139/cgj-2017-0137
http://www.nrcresearchpress.com/doi/abs/10.1139/cgj-2017-0137
EL HAFFAR, Ismat, BLANC, Matthieu, THOREL, Luc, 2017, Impact of pile installation method on the axial capacity in sand, Géotechnique Letters, 7, 3, ICE Publishing Ltd, pp. 1-6, DOI: 10.1680/jgele.17.00036
http://www.icevirtuallibrary.com/doi/abs/10.1680/jgele.17.00036
DA FAGUNDES, Diego, de ALMEIDA, Marcio de Souza Soares, THOREL, Luc, BLANC, Matthieu, 2017, Load transfer mechanism and deformation of reinforced piled embankments, Geotextiles and geomembranes, 45, 2, Elsevier, pp.1-10, DOI: 10.1016/j.geotexmem.2016.11.002
http://www.sciencedirect.com/science/article/pii/S0266114416301157
ISORNA, Rocio, BLANC, Matthieu, THOREL, Luc, KOTRONIS, Panagiotis, DANO, Christophe, PHILIPPE, Maxime, 2017, Axial behaviour of jacket piles for offshore wind turbines, International journal on physical modelling in geotechnics, 169, 4, ICE Publishing Ltd, pp.1-17, DOI: 10.1680/jphmg.15.00044
http://www.icevirtuallibrary.com/doi/10.1680/jphmg.15.00044
SCHIAVON, José A., TSUHA, Cristina de Hollanda Cavalcanti, THOREL, Luc, 2017, Cyclic and post-cyclic monotonic response of a single-helix anchor in sand., Géotechnique Letters, 7, 1, ICE Publishing Ltd, pp.11-17, DOI: 10.1680/jgele.16.00100
http://www.icevirtuallibrary.com/doi/full/10.1680/jgele.16.00100
GIROUT, Romain, BLANC, Matthieu, THOREL, Luc, DA FAGUNDES, Diego, de ALMEIDA, Marcio de Souza Soares, 2016, Arching and deformation in a piled embankment: centrifuge tests compared to analytical calculations, Journal of Geotechnical and Geoenvironmental Engineering, 142, 12, American Society of Civil Engineers - ASCE, 10, DOI: 10.1061/(ASCE)GT.1943-5606.0001557
http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001557
SCHIAVON, José A., THOREL, Luc, DE HOLLANDA CAVALCANTI TSUHA, Cristina, 2016, Scale effect in centrifuge tests of helical anchors in sand, International Journal of Physical Modelling in Geotechnics, ICE Publishing Ltd, 12p., DOI: 10.1680/jphmg.15.00047
http://dx.doi.org/10.1680/jphmg.15.00047
http://www.icevirtuallibrary.com/journal/jphmg
BLANC, Matthieu, THOREL, Luc, 2016, Effects of cyclic axial loading sequences on piles in sand, Géotechnique Letters, 6, 2, ICE Publishing Ltd, pp.163-167, DOI: 10.1680/jgele.15.00155
http://www.icevirtuallibrary.com/doi/10.1680/jgele.15.00155
MOSQUERA, Zorany S.Z., de H. C. TSUHA, Cristina, SCHIAVON, José A., THOREL, Luc, 2015, Discussion of "Field investigation of the axial resistance of helical piles in dense sand", Canadian geotechnical journal, 52, 8, NRC RESEARCH PRESS, pp.1190-1194, DOI: 10.1139/cgj-2015-0212.
http://dx.doi.org/10.1139/cgj-2015-0212
http://www.nrcresearchpress.com/journal/cgj
LOZADA, Catalina, CAICEDO, Bernardo, THOREL, Luc, 2015, Effects of cracks and desiccation on the bearing capacity of soil deposits, Géotechnique Letters, 5, 3, INSTITUTION OF CIVIL ENGINEERS, pp.112-117, DOI: 10.1680/jgele.15.00021
http://www.icevirtuallibrary.com/doi/abs/10.1680/jgele.15.00021
DA FAGUNDES, Diego, GIROUT, Romain, de ALMEIDA, Marcio de Souza Soares, BLANC, Matthieu, THOREL, Luc, 2015, Behaviour of piled embankments without reinforcement , Geotechnical Engineering, 168, 6, INSTITUTION OF CIVIL ENGINEERS, pp.514-525, DOI: 10.1680/geng.14.00155
http://www.icevirtuallibrary.com/doi/abs/10.1680/jgeen.14.00155
CAICEDO, Bernardo, THOREL, Luc, TRISTANCHO, Julian, 2015, Mathematical and physical modeling of rainfall in centrifuge, International Journal of Physical Modelling in Geotechnics, 3, 15, INSTITUTION OF CIVIL ENGINEERS, pp.150-164, DOI: 10.1680/ijpmg.14.00023
http://www.icevirtuallibrary.com/doi/10.1680/jphmg.14.00023
GIROUT, Romain, BLANC, Matthieu, DIAS, Daniel, THOREL, Luc, 2014, Numerical analysis of a geosynthetic-reinforced piled load transfer platform - Validation on centrifuge test, Geotextiles and geomembranes, 42, 5, ELSEVIER, pp.525-539, DOI: 10.1016/j.geotexmem.2014.07.012
http://www.sciencedirect.com/science/article/pii/S0266114414000727
BLANC, Matthieu, THOREL, Luc, GIROUT, Romain, ALMEIDA, Marcio, 2014, Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: comparison between centrifuge testing and analytical modelling, Geosynthetics international, 1, 21, INSTITUTION OF CIVIL ENGINEERS, pp.37-52, DOI: 10.1680/gein.13.00033
http://dx.doi.org/10.1680/gein.13.00033
http://www.icevirtuallibrary.com/content/serial/gein
CAICEDO, Bernardo, TRISTANCHO, Julian, THOREL, Luc, LEROUEIL, Serge, 2014, Experimental and analytical framework for modelling soil compaction, Engineering geology, 175, ELSEVIER, pp.22-34, DOI: 10.1016/j.enggeo.2014.03.014
http://dx.doi.org/10.1016/j.enggeo.2014.03.014
http://www.sciencedirect.com/science/journal/00137952
OKYAY, Umur Salih, DIAS, Daniel, THOREL, Luc, RAULT, Gérard, 2014, Centrifuge modeling of a pile-supported granular earth platform, journal of Geotechnical and Geoenvironmental engineering, 2, 140, AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE, pp.1-12, DOI: 10.1061/(ASCE)GT.1943-5606.0001004
http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0001004
BLANC, Matthieu ; RAULT, Gérard ; THOREL, Luc ; ALMEIDA, Marcio , 2013 , Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network , Geotextiles and Geomembranes , 36 , ELSEVIER , p92-105 , DOI: 10.1016/j.geotexmem.2012.12.001
http://dx.doi.org/10.1016/j.geotexmem.2012.12.001
TSUHA, Cristina, AOKI, Nelson, RAULT, Gérard, THOREL, Luc, GARNIER, Jacques, 2012, Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests, Canadian geotechnical journal, 49, 9, pp 1102-1114 , DOI: 10.1139/T2012-064
http://www.nrcresearchpress.com/journal/cgj
THOREL, Luc ; FERBER, Valéry ; CAICEDO, B ; KHOKHAR, IM, 2011, Physical modelling of wetting-induced collapse in embankment base, Geotechnique, 61, 5, INSTITUTION OF CIVIL ENGINEERS, pp 409-420, DOI:10.1680/geot.10.P.029
http://www.icevirtuallibrary.com/content/serial/geot
MURILLO, Carol ; THOREL, Luc ; CAICEDO, B, 2009, Ground vibration isolation with geofoam barriers: Centrifuge modeling, Geotextiles and geomembranes, 27, 6, pp 423-434, DOI:10.1016/j.geotexmem.2009.03.006
Plus d'infosMURILLO, Carol Andrea, THOREL, Luc, CAICEDO, Bernardo, 2009, Spectral analysis of surface waves method to assess shear wave velocity within centrifuge models, Journal of applied Geophysics, 68, 2, pp 135-145, DOI: 10.1016/j.jappgeo.2008.10.007
Plus d'infosDEPOUNTIS, N, DAVIES, MCR, HARRIS, C, BURKHART, S, THOREL, L, REZZOUG, A, KONIG, D, MERRIFIELD, C, CRAIG, WH, 2001, Centrifuge modelling of capillary rise, Engineering geology, 60, Engineering geology, vol. 60, Issues 1-4, juin 2001, pp 95-106, DOI: 10.1016/S0013-7952(00)00092-2
http://www.sciencedirect.com/science/article/pii/S0013795200000922
Autres Revues
Other Journals
CAICEDO, Bernardo, THOREL, Luc, 2014, Centrifuge modelling of unsaturated soils, Journal of Geo-engineering Sciences, 2, 2, IOS Press, pp.83-103, DOI: 10.3233/JGS-130013
http://content.iospress.com/articles/journal-of-geo-engineering-sciences/jgs130013
http://dx.doi.org/10.3233/JGS-130013
CABRERA, Miguel Angel ; CAICEDO, Bernardo ; THOREL, Luc , 2012 , Dynamic Actuator for Centrifuge Modeling of Soil-Structure Interaction , Geotechnical testing journal , 35 , 4 , 9p
http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/GEOTECH/
TRISTANCHO, Julian ; CAICEDO, Bernardo ; THOREL, Luc ; OBREGON, Nelson , 2012 , Climatic chamber with centrifuge to simulate different weather conditions , Geotechnical testing journal , 35 , 1 , 13p , DOI: 10.1520/GTJ103620
http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/GEOTECH/
MAROT, Didier ; LE, Van Duong ; GARNIER, Jacques ; THOREL, Luc ; AUDRAIN, Philippe , 2012 , Study of scale effect in an internal erosion mechanism : Centrifuge model and energy analysis , European journal of environmental and civil engineering/Revue européenne de génie civil , 16 , 1 , pp 1-19 , DOI: 10.1080/19648189.2012.667203
http://www.tandfonline.com/action/aboutThisJournal?journalCode=tece20
MURILLO, Carol ; SHARIFIPOUR, Mohammad ; CAICEDO, Bernardo ; THOREL, Luc ; DANO, Christophe, 2011, Elastic parameters of intermediate soils based on bender-extender elements pulse tests, Soils and foundations, 51, 4, pp 637-650,
Plus d'infosBATALI, L ; POPA, H ; THOREL, Luc, 2010, Retaining walls in urban areas, numerical modelling, characteristic interaction parameters, Scientific Journal of the technical university of civil engineering Bucharest, 6, 1, pp 32-39,
Plus d'infosDE HOLLANDA CAVALCANTI TSUHA, C ; AOKI, N ; RAULT, Gérard ; THOREL, Luc ; GARNIER, Jacques, 2010, Modélisation physique de pieux hélicoïdaux mis en place dans du sable, Revue française de géotechnique, 130, pp 15-23,
Plus d'infosROSQUOET, F ; THOREL, Luc ; GARNIER, Jacques, 2009, Pieu sous charge latérale cyclique : Incertitudes sur les mesures, Revue française de géotechnique, 129, pp 3-10,
Plus d'infosMURILLO, Carol ; CAICEDO, Bernardo ; THOREL, Luc, 2009, A miniature falling weight device for non destructive characterization of soils in the centrifuge, Geotechnical Testing Journal, 32, 5, pp 465-474,
Plus d'infosREIFFSTECK, Philippe, THOREL, Luc, BACCONNET, C, GOURVES, R, VAN DE GRAAF, H, 2009, Measurements of soil deformation by means of cone penetrometer, Soils and foundations, 49, 3, pp 397-408
Plus d'infosCHAZELAS, Jean Louis ; ESCOFFIER, Sandra ; GARNIER, Jacques ; THOREL, Luc ; RAULT, Gérard , 2008 , Original technologies for proven performances for the new LCPC earthquake simulator , Bulletin of Earthquake Engineering , 6 , 4 , pp 723-728 , DOI: 10.1007/s10518-008-9096-z
Plus d'infosTHOREL, Luc ; BAUDOUIN, Gaëlle ; RAULT, Gérard ; GARNIER, Jacques ; DERKX, François , 2008 , Dispositif d'étude du transfert de charge dans un système de sol compressible renforcé par inclusions rigides sur modèle réduit centrifugé , Studia Geotechnica et Mechanica , 30 , 1-2 , pp 257-268
Plus d'infosTSUHA, CHC ; AOKI, N ; RAULT, Gérard ; THOREL, Luc ; GARNIER, Jacques , 2007 , Physical modelling of helical pile anchors , International Journal of Physical Modelling in Geotechnics , 7 , 4 , pp 1-12
Plus d'infosGARNIER, Jacques ; GAUDIN, C ; SPRINGMAN, SM ; CULLIGAN, PJ ; GOODINGS, D ; KONIG, D ; KUTTER, B ; PHILLIPS, R ; RANDOLPH, MF , 2007 , Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling , International Journal of Physical Modelling in Geotechnics , 7 , 3 , 22p
Plus d'infosROSQUOET, Frédéric ; THOREL, Luc ; GARNIER, Jacques , 2007 , Lateral cyclic loading of sand-installed piles , Soils and foundations , 47 , 5 , pp 821-832
Plus d'infosBAGGA, I ; MAROT, D ; THOREL, Luc ; GAUDICHEAU, Patrick , 2007 , Modélisation physique de la suffusion dans les ouvrages hydrauliques , BULLETIN DU GROUPE FRANCAIS D'HUMIDIMETRIE NEUTROMIQUE , 53 , pp 29-35
Plus d'infosCRAIG, WH ; CRANCON, P ; COTTINEAU, LM ; KECHAVARZI, C ; LYNCH, RJ ; GUNZEL, F ; MERRIFIELD, C ; OUNG, O ; SCHENKEVELD, FM ; SOGA, K ; THOREL, L ; WESTSTRATE, F, 2003, Evaluation of probes and techniques for water content monitoring in geotechnical centrifuge models, International Journal of Physical Modelling in Geotechnics, 1, 2003, pp 31-43,
Plus d'infosTHOREL, L, FAVRAUD, C, GARNIER, J, 2002, Mariotte bottle in a centrifuge : A device for constant water table level, International Journal of Physical Modelling in Geotechnics, vol 2, n°1, pp 23-26
Plus d'infosCongrès Internationaux
International Conferences
GEOLAB: integrating and advancing Europe's physical modelling facilities
ICPMG 2022, 10th International Conference on Physical Modelling in Geotechnics, COREE, REPUBLIQUE DE, pp.140-144
https://www.issmge.org/uploads/publications/53/115/P00126.pdf
https://www.issmge.org/events/icpmg20221
2D effect of static or rolling load on a granular platform above a soft soil reinforced by rigid inclusions
ICPMG 2022, 10th International Conference on Physical Modelling in Geotechnics, COREE, REPUBLIQUE DE, pp.402-405
https://www.issmge.org/uploads/publications/53/115/P00050.pdf
ttps://www.issmge.org/events/icpmg20221
Impact of hammering installation on horizontal response of centrifuged monopile
ICPMG 2022, 10th International Conference on Physical Modelling in Geotechnics, COREE, REPUBLIQUE DE, pp.508-511
https://www.issmge.org/uploads/publications/53/115/P00041.pdf
https://www.issmge.org/events/icpmg20221
Retrofit of the centrifuge engine line of the Uni-Eiffel GeoCentrifuge
ICPMG 2022, 10th International Conference on Physical Modelling in Geotechnics, COREE, REPUBLIQUE DE, pp.181-183
https://www.issmge.org/uploads/publications/53/115/P00039.pdf
https://www.issmge.org/events/icpmg20221
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https://www.issmge.org/events/icpmg20221
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11èmes journées nationales de géotechnique et de géologie de l'ingénieur, FRANCE,
https://jngg2022.sciencesconf.org/372608
https://hal.archives-ouvertes.fr/hal-03719820
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https://jngg2022.sciencesconf.org/
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https://www.diva-portal.org/smash/get/diva2:1404151/FULLTEXT01.pdf
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https://www.diva-portal.org/smash/get/diva2:1404151/FULLTEXT01.pdf
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https://www.diva-portal.org/smash/get/diva2:1404151/FULLTEXT01.pdf
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Service expertise
Le comportement des sols compressibles renfocés par inclusions rigides verticales, s'il est bien abordé sous charge répartie verticale nécessite d'être approfondi pour certaines autres configurations : semelle, charge inclinée, excentrée, roulante, dynamique, sismique..
L’étude de faisabilité du PN ASIRI+ a mis en évidence un besoin de mener des actions de recherche pour différentes applications du renforcement des sols par inclusions rigides. Ainsi, le programme de recherche a été élaboré autours de trois principaux axes : • Axe 1 : l’étude des plateformes de transfert de charge, • Axe 2 : le comportement des ouvrages sous sollicitations quasi-statiques et/ou inclinées, • Axe 3 : le comportement des ouvrages sous sollicitations dynamique et sismiques.
Plusieurs thèmes seront abordés au travers de 9 tâches : • Tâche 1 : Etude des mécanismes développés dans la plateforme de transfert de charge – Approche expérimentale, • Tâche 2 : Instrumentation d’ouvrages réels, • Tâche 3 : Essais en laboratoire pour étudier la position des renforcements sous les remblais de faible épaisseur avec prise en compte du trafic, • Tâche 4 : Semelles sur inclusions rigides, • Tâche 5 : Eolienne sur inclusions rigides, • Tâche 6 : Comportement du massif de sol renforcé par inclusions rigides sous sollicitations dynamiques, • Tâche 7 : Comportement du massif de sol renforcé par inclusions rigides sous sollicitations sismiques, • Tâche 8 : Modélisation numérique, • Tâche 9 : Valorisation et transfert vers la pratique. Une tâche transversale (tâche 10) concernant l’étude de l’impact environnemental de la technique de renforcement de sol par inclusions rigides sera développée. Enfin la dernière tâche (Tâche 11) concernera le pilotage de ce projet.
https://www.asiriplus.frContacts Université Gustave Eiffel
BlancMatthieu
de-sauvagejean
DubreucqThierry
BADINIERThibault
SzymkiewiczFabien
ThorelLuc
Le renforcement des sols compressibles par inclusions rigides verticales modifie le comportement global de l'ouvrage géotechnique (remblai, dallage ) ainsi supporté. Comment de propagent les ondes de surface? Comment se comporte l'ouvrage sous sollicitations sismiques?
La technique de renforcement des sols compressibles par Inclusions Rigides (IR) verticales est aujourd’hui très répandue en France et à l’étranger. Cette technique de fondation composite mêlant des éléments profonds et superficiels, a été initialement développée pour des ouvrages de type remblai (pour des infrastructures de transport), mais s’étend aujourd’hui aux éoliennes et aussi aux bâtiments industriels (type plateformes logistiques), de logements ou bureaux (moins de 4-5 étages), écoles, hôpitaux, etc. Elle s’insère ainsi sur tout le territoire, urbi et orbi, impacte le choix des fondations des constructions et des ouvrages linéaires de transport (routes et voies ferrées), touchant ainsi de façon peu visible, mais réelle, les citoyens dans leur cadre de vie et pour leur mobilité.
Deux aspects particuliers du comportement du massif de sol renforcé par inclusions rigides sont abordés dans le volet ANR du Projet ASIRI+ (un volet PN est développé en parallèle) :
- sous sollicitations dynamiques: Modification de la vitesse de propagation des ondes surface dans un milieu à inclusions périodiques
- sous sollicitations sismiques : Effets inertiel et Cinématique
Dans ces deux cas, des équipements expérimentaux remarquables seront utilisés (banc de Mesure Ultrasonore Sans Contact MUSC et Centrifugeuse Géotechnique équipée du Simulateur de Séismes), dont les résultats seront comparés à des simulations numériques.
Contacts Université Gustave Eiffel
AbrahamOdile
JAGUAlexandre
GUGOLEGautier
LeratStéphane
AudrainPhilippe
EscoffierSandra
GaudicheauPatrick
LeparouxDonatienne
Bourdeau LombardiCéline
NeelAlain
LiZheng
ThorelLuc
DurandOlivier
Contacts Université Gustave Eiffel
BESSMANNErik
Le comportement des sols compressibles renfocés par inclusions rigides verticales, s'il est bien abordé sous charge répartie verticale nécessite d'être approfondi pour certaines autres configurations : semelle, charge inclinée, excentrée, roulante, dynamique, sismique..
L’étude de faisabilité du PN ASIRI+ a mis en évidence un besoin de mener des actions de recherche pour différentes applications du renforcement des sols par inclusions rigides. Ainsi, le programme de recherche a été élaboré autours de trois principaux axes : • Axe 1 : l’étude des plateformes de transfert de charge, • Axe 2 : le comportement des ouvrages sous sollicitations quasi-statiques et/ou inclinées, • Axe 3 : le comportement des ouvrages sous sollicitations dynamique et sismiques.
Plusieurs thèmes seront abordés au travers de 9 tâches : • Tâche 1 : Etude des mécanismes développés dans la plateforme de transfert de charge – Approche expérimentale, • Tâche 2 : Instrumentation d’ouvrages réels, • Tâche 3 : Essais en laboratoire pour étudier la position des renforcements sous les remblais de faible épaisseur avec prise en compte du trafic, • Tâche 4 : Semelles sur inclusions rigides, • Tâche 5 : Eolienne sur inclusions rigides, • Tâche 6 : Comportement du massif de sol renforcé par inclusions rigides sous sollicitations dynamiques, • Tâche 7 : Comportement du massif de sol renforcé par inclusions rigides sous sollicitations sismiques, • Tâche 8 : Modélisation numérique, • Tâche 9 : Valorisation et transfert vers la pratique. Une tâche transversale (tâche 10) concernant l’étude de l’impact environnemental de la technique de renforcement de sol par inclusions rigides sera développée. Enfin la dernière tâche (Tâche 11) concernera le pilotage de ce projet.
https://www.asiriplus.frContacts Université Gustave Eiffel
DubreucqThierry
BlancMatthieu