Frictional characteristics of geosynthetic–geosynthetic and geosynthetic–soil interfaces determined by the inclined plane apparatus
Open Access
|Feb 2014References
- [1] GOURC P., PITANGA H.N., REYES RAMIREZ R., JAROUSSEAU C., Questions raised regarding interpretation of inclined plane results for geosynthetics interfaces, 2006.
- [2] GOURC P., REYES RAMIREZ R., VILLARD P., Assessment of Geosynthetics Interface Friction for Slope Barriers of Landfill, 2004.
- [3] IZGIN M., WASTI Y., Geomembrane - sand interface frictional properties as determined by inclined board and shear box tests, Geotextiles and Geomembranes, 19 (2001), 45-47.
- [4] REYES RAMIREZ R., GOURC J.P., Use of the inclined plane tests in measuring geosynthetic interface friction relationship, Geosynthetic International, 2003.
- [5] RZEPECKI D., Frictional characteristics of geosynthetic - soil interfaces determined by the inclined plane apparatus, M.S. Thesis. Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk 2008.
- [6] WASTI Y., BAHADIR ÖZDÜZGÜN Z., Geomembrane - geotextile interface shear properties as determined by inclined board and direct shear box tests, Geotextiles and Geomembranes, 19 (2001), 45-47.
DOI: https://doi.org/10.2478/sgem-2013-0035 | Journal eISSN: 2083-831X (formerly 0137-124X) | Journal ISSN: 0137-6365
Language: English
Page range: 23 - 45
Published on: Feb 27, 2014
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Related subjects:
© 2014 Damian Rzepecki, Jean-Pierre Gourc, Eugeniusz Dembicki, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons License.