Contaminant mitigating performance of Chinese standard municipal solid waste landfill liner systems

Author:

Du Y.-J.,Shen S.-L.,Liu S.-Y.,Hayashi S.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference38 articles.

1. Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and a soil liner;Barroso;Geotextiles and Geomembranes,2006

2. Assessment and Recommendations for Improving the Performance of Waste Containment Systems. EPA Report CR-821448-01-0;Bonaparte,2002

3. Analytical modelling of gas leakage rate through a geosynthetic clay liner–geomembrane composite liner due to a circular defect in the geomembrane;Bouazza;Geotextiles and Geomembranes,2008

4. Brachman, R.W.I., Gudina, S., 2002. A new laboratory apparatus for testing geomembranes under large earth pressures. In: Proceedings of the 55th Canadian Geotechnical Conference, Niagara Falls, ON, pp.993–1000.

5. Gravel contacts and geomembrane strains for a GM/CCL composite liner;Brachman;Geotextiles and Geomembranes,2008

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