Improvement of pavement foundation response with multi-layers of geocell reinforcement: cyclic plate load test
Comprehensive results from cyclic plate loading at a diameter of 300 mm supported by layers of geocell are presented. The plate load tests were performed in a test pit measuring in plane and 700 mm in depth. To simulate half and full traffic loadings, fifteen loading and unloading cycles were applie...
| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Techno Press
2015
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/35674/ |