The watertightness of some ten fill dams less than 20 metres in height, carried out between 1968 et 1994, was performed using a geomembrane. Their performance is satisfactory. The major choices in design and implementation, such as the presence or absence of protection of the geomembrane, together with certain incidents and remedies, are presented. / Une dizaine de barrages en remblai de hauteur inférieure à 20 mètres, réalisés entre 1968 et 1994, ont été étanchés à l'aide d'une géomembrane. Leur comportement est satisfaisant. Les choix importants de conception et de mise en oeuvre tels que la protection ou non de la géomembrane ainsi que certains incidents et les remèdes apportés sont présentés
Colloque CFBR « Sûreté des barrages et enjeux », Chambéry, FRA, 23-/11/2016 - 24/11/2016Internationa...
Differences between the recommendations of technical documents and the often heavy installations, at...
This article is about the modelling of earth dams using the method of finite elements. It is necessa...
In most cases, the upper banks of small earth dams are not protected. Consequently, in time, the upp...
The main results of a survey conducted in 1989 on 150 small earth-dams located in the South-Western ...
This article presents the experience aquired for the past 20 years by users of geosynthetics in dams...
Bituminous geomembranes (BGM) collaborate in the global challenge of improving water resources manag...
Geomembranes have been used for years as lining materials for canals and spillways. Two examples of ...
Since the first applications in the 1960s, geomembranes have become progressively more widely used f...
Relying on a rich experience of small earth dams found in Burkina Faso, the report is an analysis of...
It is uncommon for a ten metre high embankment with a slope of 1/3 to slide. This implies a particul...
Colloque CFBR « Fondations des barrages : caractérisation, traitements, surveillance, réhabilitation...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [Relecteur_IRSTEA]Meriaux, P.The French Committee on Dam...
Three case histories (in Europe, the Middle East and North America) are used to address some importa...
This paper will explain the reinforced structure and key characteristics that make bituminous geomem...
Colloque CFBR « Sûreté des barrages et enjeux », Chambéry, FRA, 23-/11/2016 - 24/11/2016Internationa...
Differences between the recommendations of technical documents and the often heavy installations, at...
This article is about the modelling of earth dams using the method of finite elements. It is necessa...
In most cases, the upper banks of small earth dams are not protected. Consequently, in time, the upp...
The main results of a survey conducted in 1989 on 150 small earth-dams located in the South-Western ...
This article presents the experience aquired for the past 20 years by users of geosynthetics in dams...
Bituminous geomembranes (BGM) collaborate in the global challenge of improving water resources manag...
Geomembranes have been used for years as lining materials for canals and spillways. Two examples of ...
Since the first applications in the 1960s, geomembranes have become progressively more widely used f...
Relying on a rich experience of small earth dams found in Burkina Faso, the report is an analysis of...
It is uncommon for a ten metre high embankment with a slope of 1/3 to slide. This implies a particul...
Colloque CFBR « Fondations des barrages : caractérisation, traitements, surveillance, réhabilitation...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [Relecteur_IRSTEA]Meriaux, P.The French Committee on Dam...
Three case histories (in Europe, the Middle East and North America) are used to address some importa...
This paper will explain the reinforced structure and key characteristics that make bituminous geomem...
Colloque CFBR « Sûreté des barrages et enjeux », Chambéry, FRA, 23-/11/2016 - 24/11/2016Internationa...
Differences between the recommendations of technical documents and the often heavy installations, at...
This article is about the modelling of earth dams using the method of finite elements. It is necessa...