{"id":12182,"date":"2020-07-28T17:39:34","date_gmt":"2020-07-28T15:39:34","guid":{"rendered":"http:\/\/navier-lab.fr\/?post_type=team&#038;p=12182"},"modified":"2024-07-15T16:38:15","modified_gmt":"2024-07-15T14:38:15","slug":"canou-jean","status":"publish","type":"team","link":"https:\/\/navier-lab.fr\/en\/equipe\/canou-jean\/","title":{"rendered":"Canou Jean"},"content":{"rendered":"<section class=\"kc-elm kc-css-662119 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-274403 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\">\n<div class=\"kc-elm kc-css-753007 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Formation et dipl\u00f4mes<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-661307 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>juin 1982\u00a0: dipl\u00f4me d\u2019ing\u00e9nieur des travaux publics de l\u2019\u00e9tat (ENTPE, Lyon)<\/li>\n<li>d\u00e9cembre 1984\u00a0: Master\u2019s of Science de l\u2019Universit\u00e9 de la Louisiane (LSU), Baton Rouge, USA<\/li>\n<li>juin 1989\u00a0: doctorat de l\u2019ENPC, sp\u00e9cialit\u00e9 g\u00e9otechnique<\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-708689 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Fonctions actuelles<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-850584 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>Chercheur dans l\u2019\u00e9quipe G\u00e9otechnique (CERMES) du laboratoire Navier (Ecole des ponts ParisTech \/ IFSTTAR \/ CNRS)<\/li>\n<li>Enseignant \u00e0 l\u2019Ecole des Ponts ParisTech et \u00e0 l\u2019universit\u00e9 de Marne-la-Vall\u00e9e<\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-969139 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Affiliations<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-199197 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>Membre du Comit\u00e9 fran\u00e7ais de m\u00e9canique des sols (CFMS)<\/li>\n<li>Membre de l\u2019Association fran\u00e7aise de g\u00e9nie parasismique (AFPS)<\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-96622 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Th\u00e8mes de recherche et domaines d\u2019application<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-191422 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>Rh\u00e9ologie des sols et mat\u00e9riaux granulaires (sollicitations monotones et cycliques, aspects fatigue)<br \/><i>liqu\u00e9faction des sols, sols grossiers, h\u00e9t\u00e9rog\u00e8nes, compact\u00e9s, sols mod\u00e8les, ballast, sols trait\u00e9s<\/i><\/li>\n<li>Fondations profondes<br \/><i>pieux, micropieux, vibrofon\u00e7age, chargements cycliques, fatigue<\/i><\/li>\n<\/ul>\n<ul class=\"spip\">\n<li>Renforcement des sols par inclusions verticales<br \/><i>inclusions rigides, colonnes ballast\u00e9es, colonnes en &#8220;soil mix\"<\/i><\/li>\n<\/ul>\n<ul class=\"spip\">\n<li>Ecoulements et transport dans les sols<br \/><i>injection de coulis de ciment, nanosilices, fluides \u00e0 seuil, suspensions faiblement concentr\u00e9es, filtration, colmatage, blocage, \u00e9rosion interne<\/i><\/li>\n<\/ul>\n<ul class=\"spip\">\n<li>Essais in situ et propri\u00e9t\u00e9s hydrom\u00e9caniques des sols<br \/><i>p\u00e9n\u00e9trom\u00e8tre (CPT), pi\u00e9zoc\u00f4ne (CPTU), pressiom\u00e8tre cyclique<\/i><\/li>\n<\/ul>\n<ul class=\"spip\">\n<li><strong>Domaines d\u2019application<\/strong><br \/><i>g\u00e9nie parasismique, stabilit\u00e9 des ouvrages g\u00e9otechniques et hydrauliques, am\u00e9lioration des sols, g\u00e9otechnique ferroviaire, g\u00e9om\u00e9canique p\u00e9troli\u00e8re<\/i><\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-356419 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Activit\u00e9s de recherche<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-847799 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>Encadrement ou co-encadrement de doctorants (33 doctorants sur la p\u00e9riode 1990-2013, dont 5 th\u00e8ses actuellement en cours), post-doctorants, stagiaires (PFE, Master, autres)<\/li>\n<li>Recherche partenariale (projets nationaux, ANR, FUI, europ\u00e9ens)<\/li>\n<li>Recherche contractuelle (FNTP, SNCF, Vinci, Eiffage, Sol\u00e9tanche-Bachy, CNRT, Eramet,&#8230;)<\/li>\n<li>Coop\u00e9rations internationales (programmes bilat\u00e9raux Liban, Tunisie, Alg\u00e9rie, co-encadrement de th\u00e8ses)<\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-96609 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Enseignements<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-281540 kc_text_block\"><\/p>\n<ul class=\"spip\">\n<li>Approfondissement g\u00e9otechnique I (fondations et sout\u00e8nements), 2\u00e8me ann\u00e9e ENPC<\/li>\n<li>Approfondissement g\u00e9otechnique II (EXPGE), 2\u00e8me ann\u00e9e ENPC<\/li>\n<li>M\u00e9canique des sols et des roches. ENPC, 2\u00e8me ann\u00e9e (suppl\u00e9ant)<\/li>\n<li>Reconnaissance g\u00e9ologique, g\u00e9otechnique et g\u00e9ophysique (RGGG), Master M2 &#8220;M\u00e9canique des sols, des roches et des ouvrages dans leur environnement\" (MSROE)<\/li>\n<li>G\u00e9nie parasismique, Master M2 &#8220;M\u00e9canique des sols, des roches et des ouvrages dans leur environnement\" (MSROE)<\/li>\n<li>Bases de la m\u00e9canique des sols, Mast\u00e8re G\u00e9nie civil europ\u00e9en (GCE) de l\u2019ENPC<\/li>\n<li>Approches et techniques exp\u00e9rimentales en g\u00e9nie civil, Ecole doctorale SIE, universit\u00e9 Paris-Est<\/li>\n<li>M\u00e9canique des sols I (bases), 3\u00e8me ann\u00e9e de licence de G\u00e9nie urbain, universit\u00e9 de Marne-la-Vall\u00e9e<\/li>\n<li>M\u00e9canique des sols II (applications), 3\u00e8me ann\u00e9e de licence de G\u00e9nie urbain, universit\u00e9 de Marne-la-Vall\u00e9e<\/li>\n<\/ul>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-268217 kc-title-wrap \">\n\n\t<h2 class=\"kc_title\">Publications repr\u00e9sentatives<\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-301458 kc_text_block\"><\/p>\n<p>\n1- Bekki H., Canou J., Tali B., Dupla J.-C., Bouafia A., 2013. Evolution of local friction along a model pile shaft in a calibration chamber for a large number of loading cycles. Comptes-Rendus M\u00e9canique, vol.341 (6), 499-507.<br \/>2 &#8211; Chevalier T., Chevalier C., Clain X., Dupla J.-C., Canou J., Rodts S., Coussot P., 2013. Darcy\u2019s law for yield stress fluid flowing through a porous medium. J. of Non Newtonian Fluid Mechanics, vol.195, 57-66.<br \/>3 &#8211; Frikha W., Bouassida M., Canou J., 2013. Observed behaviour of laterally expanded stone columns in soft soil. Geotech. And Geolog. Eng. J., vol.31, n\u00b02, pp.739-752, avril 2013.<br \/>4 &#8211; Le Kouby A., Dupla J.-C., Canou J., Francis R., 2013. Pile response in sand\u00a0: experimental development and study. Int. J. of Physical Modelling in Geotechnics, vol. 13 (4), 122-137.<br \/>5 &#8211; Boussetta S., Bouassida M., Dinh A.Q., Canou J., Dupla J.-C., 2012. Physical modelling of load transfer in reinforced soil by rigid inclusions. Int. J. of Geot. Eng., vol.6, pp.331-341.<br \/>6 &#8211; Puech A., Canou J., Bernardini C., Pecker A., Jardine R., Holeyman A., 2012. SOLCYP\u00a0: a four-year joint industry project on the behaviour of piles under cyclic loading. Proc. 7th Int. Conf. on Offshore Site Investigations and Geotechnics (OSIG-2012), London, Sept. 2012.<br \/>7 &#8211; Trinh V.N., Tang A.M., Cui Y.J., Dupla J.-C., Canou J., Calon N., Lambert L., Robinet A., Schoen O., 2012. Mechanical characterization of the fouled ballast in ancient railway track substructure by large-scale triaxial tests. Soils and Foundations, vol.52, n\u00b03, pp.511-523.<br \/>8 &#8211; Truong Q.Q., Canou J., Dupla J.-C., Chevalier C., Chopin M., Fry J.-J., 2012. Water flow blocking process in permeable soils by injection f specific grouts. Proc. 6th Int. Conf. on Scour and Erosion (ICSE 6), Paris, pp. 1559-1566.<br \/>9 &#8211; Seif El Dine B., Dupla J.-C., Frank R., Canou J., Kazan Y., 2010. Mechanical characterization of matrix coarse-grained soils with a large size triaxial device. Can. Geot. J., vol.47 (4), 425-438.<br \/>10 &#8211; Karrech A., Duhamel D., Bonnet G., Roux J.-N., Chevoir F., Canou J., Dupla J.-C., 2008. A discrete element study of settlement in vibrated granular layers\u00a0: role of contact loss and acceleration. Granular matter, vol.10 (5), 369-375.<br \/>11 &#8211; Karrech A., Duhamel D., Bonnet G., Roux J.-N., Chevoir F., Canou J., Dupla J.-C., SAb K., 2007. A computational procedure for the prediction of settlement in granular materials under cyclic loading. Computer methods in Applied Mechanics and Eng., vol.197 (1-4), 80-94.<br \/>12 &#8211; Maalej Y., Dormieux L., Canou J., Dupla J.-C., 2007. Strength of a granular medium reinforced by cement grouting. Comptes-Rendus M\u00e9canique, vol. 335 (2), 87-92.<br \/>13 &#8211; Maghous S., Saada Z., Dormieux L., Canou J., Dupla J.-C., 2007. A model for in situ grouting with account for particle filtration. Computers and Geotechnics, vol.34 (3), 164-174.<br \/>14 &#8211; Saada Z., Canou J., Dormieux L., Dupla J.-C., 2006. Evaluation of elementary filtration properties of a cement grout injected in a sand. Can. Geot. J., vol.43 (12), 1273-1289.<br \/>15 &#8211; Saada Z., Canou J., Dormieux L., Dupla J.-C., Maghous S., 2005. Modelling of cement suspension flow in granular porous media. Int. J. for Num. and Analyt. Methods in Geomechanics, vol.29 (7), 691-711.<br \/>16 &#8211; Benhamed N., Canou J., Dupla J.-C., 2004. Structure initiale et propri\u00e9t\u00e9s de liqu\u00e9faction statique d\u2019un sable. Comptes-Rendus M\u00e9canique, vol. 332 (11), 887-894.<br \/>17 &#8211; Dupla, J.-C., Canou, J., Gouvenot, D., 2004. An advanced experimental set-up for studying monodirectional grout injection process. Ground Improvement, vol. 7 (1), 1-9.<br \/>18 &#8211; De Gennaro V., Canou J., Dupla J.-C., Benahmed N., 2004. Influence of loading path on the undrained behaviour of a medium loose sand. Can. Geot. J., vol. 41 (1), 166-180.<br \/>19 &#8211; Dupla J.-C., Canou J. 2003. Cyclic pressuremeter loading and liquefaction properties of sands. Soils and Foundations, vol.43 (2), 17-31.<\/p>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section>\n","protected":false},"featured_media":0,"template":"","team_cats":[210],"class_list":["post-12182","team","type-team","status-publish","hentry","team_cat-geotechnique"],"acf":[],"_links":{"self":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/team\/12182","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/team"}],"about":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/types\/team"}],"wp:attachment":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/media?parent=12182"}],"wp:term":[{"taxonomy":"team_cat","embeddable":true,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/team_cats?post=12182"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}