Keywords: Interaction characteristics
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Journal Articles
Geosynthetics International (2008) 15 (6): 428–436.
Published: 01 December 2008
... pullout tests. The test results reveal that the interaction characteristics are influenced by tailings particle size, density, moisture content, and vertical load. It is found that the maximum friction coefficient between geosynthetics and the fine tailings is less than 0.22, which is lower than...

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