Physical response of composite geomembrane / geosynthetic clay liners under simulated landfill conditions
The physical response of composite landfill liners consisting of a geomembrane on top of a geosynthetic clay liner (GCL) are examined under simulated landfill conditions. The deformation and strains of a 1.5-mm-thick high-density polyethylene geomembrane and thickness and hydraulic performance of a...
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| Format: | Others |
| Language: | en en |
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2008
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| Online Access: | http://hdl.handle.net/1974/1409 |