Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests
For the design and performance analyses of geosynthetic-reinforced soil structures under repeated loading, such as those induced by compaction, traffic and earthquakes, the understanding of cyclic soil-geosynthetic interface behaviour is of great interest. Nevertheless, experimental data concerning...
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| Other Authors: | , |
| Format: | article |
| Language: | eng |
| Published: |
2013
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10216/95178 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/95178 |