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A new constitutive model for textured geomembrane/geotextile interfaces
Abstract The paper presents a study of the frictional behaviour of geosynthetics used for municipal solid waste landfills. Direct shear tests of several geomembrane/geotextile interfaces were performed to investigate the shear behaviour. Furthermore, analytical and numerical models were developed to describe the observed behaviour, especially to simulate progressive geomembrane/geotextile interface failure and the factors controlling its significance.
A new constitutive model for textured geomembrane/geotextile interfaces
Abstract The paper presents a study of the frictional behaviour of geosynthetics used for municipal solid waste landfills. Direct shear tests of several geomembrane/geotextile interfaces were performed to investigate the shear behaviour. Furthermore, analytical and numerical models were developed to describe the observed behaviour, especially to simulate progressive geomembrane/geotextile interface failure and the factors controlling its significance.
A new constitutive model for textured geomembrane/geotextile interfaces
Bacas, Belén M. (author) / Konietzky, Heinz (author) / Berini, Jorge Cañizal (author) / Sagaseta, César (author)
Geotextiles and Geomembranes ; 29 ; 137-148
2010-10-25
12 pages
Article (Journal)
Electronic Resource
English
Slope , Landfill , Geotextile , Geomembrane , Interface , Numerical model
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