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TENSILE BEHAVIOUR OF GEOMEMBRANE ON LANDFILL SLOPES - DATA REPORT ON CENTRIFUGETESTS IT04 AND IT06 (2005)
This data report presents results from dynamic centrifuge tests IT04 and IT06 which modelled 1. A completed landfill with a single geomembrane-clay liner system with 45 side slope and 7 m deep waste and 2. A landfill cell, with a single geomembrane-clay liner system with 45 side slope, 40 waste slope and 7 m deep waste
Reference:
CUED/D-SOILS/TR338 (2005)
CUED/D-SOILS/TR338 (2005)
Organization:
Cambridge University Engineering Department
Cambridge University Engineering Department
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