Shear Resistance Characteristics of Soil–Geomembrane Interfaces
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40891-018-0146-6/fulltext.html
Reference62 articles.
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2. Izgin M, Wasti Y (1998) Geomembrane–sand interface frictional properties as determined by inclined board and shear box tests. Geotext Geomembr 16:207–219
3. Lopes PC, Lopes ML, Lopes MP (2001) Shear behaviour of geosynthetics in the inclined plane test—influence of soil particle size and geosynthetic structure. Geosynth Int 8:327–342
4. Ling HI, Burke C, Mohri Y, Matsushima K (2002) Shear strength parameters of soil-geosynthetic interfaces under low confining pressure using a tilting table. Geosynth Int 9:373–380
5. Palmeira EM, Lima NR Jr, Mello LGR (2002) Interaction between soils and geosynthetic layers in large-scale ramp tests. Geosynth Int 9:149–187
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