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Interfacial friction study of cap and liner components for landfill design

  • Published:1991-01 Issue:5-6 Volume:10 Page:531-548
  • ISSN:0266-1144
  • Container-title:Geotextiles and Geomembranes
  • language:en
  • Short-container-title:Geotextiles and Geomembranes

Author:

Koutsourais M.M.,Sprague C.J.,Pucetas R.C.

Publisher

Elsevier BV

Subject

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

Reference17 articles.

1. Kettleman Hill waste landfill slope failure I: Liner-system properties;Mitchell;Journal of Geotechnical Engineering,1990

2. Evaluation of interface friction parameters between geosynthetics and soils;Williams,1990

3. Bove, J. A., Direct shear friction testing for geosynthetics in waste containment. Westinghouse Environmental and Geotechnical Services.

4. Behavior of granular materials under high stresses;Vesic,1968

5. Shear strength of soils;Bowles,1984

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