PRELIMINARY DISCRETE MODELLING OF LANDFILLS CLAY BARRIER - Archive ouverte HAL
Communication Dans Un Congrès Année : 2009

PRELIMINARY DISCRETE MODELLING OF LANDFILLS CLAY BARRIER

Résumé

SUMMARY: The Discrete Element Method is used to investigate the tensile behaviour and cracks mechanisms of a clay material submitted to bending loading. It is the case of compacted clay liners in landfill cap cover application. Such as the soil tested in this study is plastic clay, the distinct elements model was calibrated with previous data results by taking into account cohesive properties. Various contact and cohesion laws are tested to show that the numerical model is able to reproduce the failure mechanism. Numerical results are extending to simulate a landfill cap cover.

Domaines

Génie civil
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Dates et versions

hal-01099815 , version 1 (09-01-2015)

Identifiants

  • HAL Id : hal-01099815 , version 1

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Jean-Pierre Gourc, Olivier Ple, Pascal Villard. PRELIMINARY DISCRETE MODELLING OF LANDFILLS CLAY BARRIER. Twelfth International Waste Management and Landfill Symposium, Oct 2009, Cagliari, Italy. ⟨hal-01099815⟩
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