Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Yves-Henri Faure"'
Publikováno v:
Landfilling of Waste: Barriers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81ba7424bd7e810e6ac7b0ee22b2b695
https://doi.org/10.1201/9781003062073-37
https://doi.org/10.1201/9781003062073-37
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. May2010, Vol. 136 Issue 5, p741-750. 10p. 1 Diagram, 10 Charts, 5 Graphs.
Publikováno v:
Geotextiles and Geomembranes
Geotextiles and Geomembranes, Elsevier, 2016, 44, pp.515-533. ⟨10.1016/j.geotexmem.2016.02.002⟩
Geotextiles and Geomembranes, Elsevier, 2016, 44, pp.515-533. ⟨10.1016/j.geotexmem.2016.02.002⟩
International audience; This study evaluates the long-term performance of two types of geotextiles that were used for 18 years in drainage trenches to stabilize slopes in the French Alps. The flow rate analysis of each trench enabled estimating an av
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::673bace95926c18a00ba100276be8093
https://hal.inrae.fr/hal-02603351
https://hal.inrae.fr/hal-02603351
Publikováno v:
Erosion of Geomaterials
Publikováno v:
Geotextiles and Geomembranes
Geotextiles and Geomembranes, Elsevier, 2010, 28, pp.360-373. ⟨10.1016/j.geotexmem.2009.11.002⟩
Geotextiles and Geomembranes, Elsevier, 2010, 28, pp.360-373. ⟨10.1016/j.geotexmem.2009.11.002⟩
International audience; Unfavorable erosion to a revetment can affect the stability of the bank and may jeopardize the safety of adjacent structures, thus improvement work is needed to increase the stability of the revetment as well as reducing the p
Publikováno v:
Journal of Hydraulic Engineering
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2013, 139 (1), p. 1-p. 11. ⟨10.1061/(ASCE)HY.1943-7900.0000641.⟩
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2013, 139 (1), pp.1-11. ⟨10.1061/(ASCE)HY.1943-7900.0000641⟩
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2013, 139 (1), p. 1-p. 11. ⟨10.1061/(ASCE)HY.1943-7900.0000641.⟩
Journal of Hydraulic Engineering, American Society of Civil Engineers, 2013, 139 (1), pp.1-11. ⟨10.1061/(ASCE)HY.1943-7900.0000641⟩
Contact erosion is potentially initiated at the interface between two soil layers by a groundwater flow within the coarser material. Once eroded by the flow, particles from the finer soil are transported through the pores of the coarser layer. Fluvia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa557167595b13c4b5caccbe4f738481
https://hal.archives-ouvertes.fr/hal-00838002/file/ax2013-pub00038476.pdf
https://hal.archives-ouvertes.fr/hal-00838002/file/ax2013-pub00038476.pdf
Publikováno v:
Sciences Eaux & Territoires
Sciences Eaux & Territoires, IRSTEA, 2012, p. 22-p. 29. ⟨10.14758/SET-REVUE.2012.8.04⟩
Sciences, Eaux & Territoires, Vol 2012, Iss 08, Pp 22-29 (2012)
Sciences Eaux & Territoires, INRAE, 2012, p. 22-p. 29. ⟨10.14758/SET-REVUE.2012.8.04⟩
Sciences Eaux & Territoires, IRSTEA, 2012, p. 22-p. 29. ⟨10.14758/SET-REVUE.2012.8.04⟩
Sciences, Eaux & Territoires, Vol 2012, Iss 08, Pp 22-29 (2012)
Sciences Eaux & Territoires, INRAE, 2012, p. 22-p. 29. ⟨10.14758/SET-REVUE.2012.8.04⟩
Les risques liés au vieillissement des géotextiles-filtres utilisés dans les ouvrages de drainage sont un enjeu majeur pour l’ingénierie des glissements de terrain et des ouvrages hydrauliques. Le projet DrainAgeing vise à mieux comprendre les
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b71de596343232bb5c094d66c8924e1
https://hal.archives-ouvertes.fr/hal-00753783/document
https://hal.archives-ouvertes.fr/hal-00753783/document
Publikováno v:
5th International Conference on Scour and Erosion (ICSE5)
5th International Conference on Scour and Erosion (ICSE5), Nov 2010, San Francisco, United States. pp.387-397
5th International Conference on Scour and Erosion (ICSE5), Nov 2010, San Francisco, United States. pp.387-397
International audience; Contact erosion occurs at the interface of two different soil layers when particles of the finer layer are removed by the flow and transported through the pores of the coarser layer. Whenever this kind of internal erosion occu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2fdf3cd4adca9cecd992b81eef25806b
https://hal.inrae.fr/hal-02594195
https://hal.inrae.fr/hal-02594195
Publikováno v:
ResearcherID
IWBDG 2011 9th International Workshop on Bifurcation and Degradation in Geomaterials, Porquerolles Island, France, 23-26 May 2011
IWBDG 2011 9th International Workshop on Bifurcation and Degradation in Geomaterials, Porquerolles Island, France, 23-26 May 2011, May 2011, Porquerolles, France. pp.131-136
Advances in Bifurcation and Degradation in Geomaterials ISBN: 9789400714205
IWBDG 2011 9th International Workshop on Bifurcation and Degradation in Geomaterials, Porquerolles Island, France, 23-26 May 2011
IWBDG 2011 9th International Workshop on Bifurcation and Degradation in Geomaterials, Porquerolles Island, France, 23-26 May 2011, May 2011, Porquerolles, France. pp.131-136
Advances in Bifurcation and Degradation in Geomaterials ISBN: 9789400714205
International audience; Contact erosion appears at the interface of two soil layers submitted to a groundwater flow. Particles of the finer soil are eroded by the flow and transported through the pores of the coarser layer. Fluvial dykes are often ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::53615d62ed0cd573d4d84603dbcf6aa8
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=ORCID&SrcApp=OrcidOrg&DestLinkType=FullRecord&DestApp=WOS_CPL&KeyUT=WOS:000395493000017&KeyUID=WOS:000395493000017
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=ORCID&SrcApp=OrcidOrg&DestLinkType=FullRecord&DestApp=WOS_CPL&KeyUT=WOS:000395493000017&KeyUID=WOS:000395493000017