Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Roger Cojean"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 5, Pp 399-404 (2014)
This study aims at evidencing the effects of lime treatment on the microstructure and hydraulic conductivity of a compacted expansive clay, with emphasis put on the effect of lime hydration and modification. For this purpose, evolutions of hydraulic
Externí odkaz:
https://doaj.org/article/b6839bf594ba40b88b8594e1ef956713
Autor:
Roger Cojean, Martine Audiguier
Marcel Arnould nous a quittés le jeudi 13 janvier 2011. Ses anciens élèves, ses collègues et amis de l'Ecole des Mines de Paris (aujourd'hui Mines ParisTech), du CFGI (Comité Français de Géologie de l'Ingénieur et de l'Environnement) et de l'
Autor:
Roger Cojean
Publikováno v:
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment, Springer Verlag, 2015, 74 (4), pp.1087-1103
Bulletin of Engineering Geology and the Environment, Springer Verlag, 2015, 74 (4), pp.1087-1103
This Hans Cloos lecture paper develops general reflections inspired by Ian McHarg’s (1969) book, “Design with Nature” and concerning engineering geology. Three case studies are illustrated: landslides in reservoirs, gallery excavation in a shie
Publikováno v:
Revue française de Géotechnique
Revue française de Géotechnique, 2013, 16p
Revue française de Géotechnique, 2013, 16p
En France, depuis 1976, des periodes de secheresse prolongee, associees a des deficits hydriques importants, ont mis en evidence une grande vulnerabilite des maisons individuelles fondees sur des sols argileux. Cet article presente les caracteristiqu
Publikováno v:
Bulletin of Engineering Geology and the Environment. 69:143-152
On etudie la modification de la surface piezometrique d’une nappe, initialement en ecoulement uniforme, liee a la presence d’un ouvrage lineaire d’axe horizontal perpendiculaire a la direction de l’ecoulement. Pour une nappe captive, on propo
Autor:
Jean-Alain Fleurisson, Roger Cojean
Publikováno v:
Revue Française de Géotechnique. :47-56
This paper is related to the stability analysis and evaluation of the long term deformability of the permanent shiplock rock slopes at the Three Gorges Dam site. On the one hand, a detailed stability analysis was performed using the DEGRES software (
Publikováno v:
Bulletin of Engineering Geology and the Environment. 67:415-424
A comparison between three methods of determining cation exchange capacity values has been undertaken in order to evaluate the applicability of methylene blue for characterization of clayey soils. The Argiles vertes de Romainville, Marnes bleues d’
Publikováno v:
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology, Elsevier, 2015, pp.270-281
Tunnelling and Underground Space Technology, Elsevier, 2015, pp.270-281
International audience; A back analysis of old tunnel in a unstable slope contect leads to consider several situations of tunnel entering a slope: cross-cutting tunnel to the slope, oblique tunnel to the slope, or shallow tunnel parallel to the slope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bee7ed307f0cadbefbd23e95b0f53316
https://hal.archives-ouvertes.fr/hal-01182829
https://hal.archives-ouvertes.fr/hal-01182829
Publikováno v:
Engineering Geology for Society and Territory-Volume 2 ISBN: 9783319090566
XII IAEG Congrès
XII IAEG Congrès, International Association for Engineering Geology and the Environment (IAEG), Sep 2014, Turin, Italy. pp.237-242, ⟨10.1007/978-3-319-09057-3_34⟩
XII IAEG Congrès
XII IAEG Congrès, International Association for Engineering Geology and the Environment (IAEG), Sep 2014, Turin, Italy. pp.237-242, ⟨10.1007/978-3-319-09057-3_34⟩
International audience; Back analysis of old tunnels in an unstable slope context leads to consider several situations of tunnel entering a slope: cross-cutting tunnel to slope, sloped tunnel, or shallow tunnel following the slope. Identified patholo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::117d547e5b1be31b1969e3d4090f46ea
https://doi.org/10.1007/978-3-319-09057-3_34
https://doi.org/10.1007/978-3-319-09057-3_34
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2014, 6 (5), pp.399-404. ⟨10.1016/j.jrmge.2014.07.001⟩
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 5, Pp 399-404 (2014)
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2014, 6 (5), pp.399-404. ⟨10.1016/j.jrmge.2014.07.001⟩
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 5, Pp 399-404 (2014)
International audience; This study aims at evidencing the effects of lime treatment on the microstructure and hydraulic conductivity of a compacted expansive clay, with emphasis put on the effect of lime hydration and modification. For this purpose,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8909afa30cd2c458c2147039d715271
https://hal-mines-paristech.archives-ouvertes.fr/hal-01091529
https://hal-mines-paristech.archives-ouvertes.fr/hal-01091529