Communication Dans Un Congrès Année : 2009

Clay geosynthetic barriers performance in landfill covers

Performance des Géosynthétiques bentonitiques dans les couvertures d'installations de stockage de déchets

H. Zanzinger
  • Fonction : Auteur

Résumé

Clay geosynthetic barriers (GBR-Cs) used in landfill covers must ensure lining on the long term. The primary mode of ageing of bentonite GBR-Cs in covers is the coupling of cation exchange and hydrationdesiccation cycles. The objective of this paper is to synthesize the optimal conditions to prevent a loss of performance of GBR-Cs in covers with time, based on a literature review. Various parameters will be discussed. The literature review will put in light the lack of consistent information from study to study. This enforces the need for a list of information to collect in future excavations. Such a list is proposed in the third section of this paper followed by the presentation of results from recent excavations performed by the first author.

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Dates et versions

hal-02592351 , version 1 (15-05-2020)

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Citer

H. Zanzinger, Nathalie Touze. Clay geosynthetic barriers performance in landfill covers. Geoafrica 2009, Sep 2009, Cape Town, South Africa. pp.9. ⟨hal-02592351⟩

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