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- W2263705903 abstract "ABSTRACT: This paper's scope is the shear interaction mechanisms of three critical geosynthetic interfaces (geotextile/geomembrane; drainage geocomposite/geomembrane and soil/geomembrane) typically used for lined containment facilities such as landfills. A large direct shear machine was used to carry out 159 geosynthetic interface tests. The results showed strain softening behaviour, a very small dilatancy, 0.1–1 mm, and non-linear failure envelopes at normal stress range of 25–500 kPa. The three types of interfaces present the same main interaction mechanisms: interlocking and friction. For geotextile/geomembrane and drainage geocomposite/geomembrane interfaces, the higher the asperity height, the higher the interface shear strength. Whereas for soil/geomembrane interfaces, the higher the soil shear strength, the higher the interface shear strength. The drainage geocomposite/geomembrane interface showed the lowest friction angles, followed by the geotextile/geomembrane and the soil/geomembrane interfaces." @default.
- W2263705903 created "2016-06-24" @default.
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- W2263705903 date "2015-10-01" @default.
- W2263705903 modified "2023-10-01" @default.
- W2263705903 title "Frictional behaviour of three critical geosynthetic interfaces" @default.
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- W2263705903 doi "https://doi.org/10.1680/jgein.15.00017" @default.
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