%0 Journal Article
%T Bilan et ¨¦volution de la mise en  uvre de g¨¦osynth¨¦tiques bentonitiques (GSB) dans les ouvrages souterrains Report on the evolution of the implementation of geosynth¨¦tic clay liners for underground works
%A MAHUET
%A Jean-louis
%J Sciences Eaux & Territoires : la Revue du IRSTEA
%D 2012
%I IRSTEA
%X En France, les premi¨¨res applications de proc¨¦d¨¦s d¡¯¨¦tanch¨¦it¨¦ ¨¤ base de bentonite dans les ouvrages souterrains remontent ¨¤ trente ans. L'¨¦volution des proc¨¦d¨¦s et l'arriv¨¦e de nouvelles normes ont conduit ¨¤ ¨¦tablir de nouvelles sp¨¦cifications de caract¨¦risation et de presciption de mise en  uvre des g¨¦osynth¨¦tiques bentonitiques : cet article nous en pr¨¦sente les principales. This paper will give a report and an insight into the evolution of the implementation of Geosynthetic Clay Liners (GCL) for the waterproofing of underground works in France. After some more or less successful initial experiments with the implementation of clay based water-swelling procedures at the end of the 1980¡¯s, it presents the works of the committee for the revision of Fascicule 67 ¨C Title III of the GTS (General Technical Specifications), concerning the technical specifications and the future recommendations for the use of GCL in French underground works.
%K G¨¦osynth¨¦tiques
%K Bentonitiques
%K Ouvrages souterrains
%K Etanch¨¦it¨¦
%K Evolution
%U http://www.set-revue.fr/sites/default/files/archives/Mahuet.pdf