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Geomechanics and Engineering Volume 9, Number 3, September 2015 , pages 373-395 DOI: https://doi.org/10.12989/gae.2015.9.3.373 |
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Improvement of pavement foundation response with multi-layers of geocell reinforcement: Cyclic plate load test |
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Omid Khalaj, Seyed Naser Moghaddas Tafreshi, Bohuslav Mašek and Andrew R. Dawson
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| Abstract | ||
| 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 2000 | ||
| Key Words | ||
| cyclic loading; multiple geocell layers; pavement foundation; residual and resilient deformations | ||
| Address | ||
| (1) Omid Khalaj, Bohuslav Mašek: The Research Centre of Forming Technology, University of West Bohemia, Plzen, Czech Republic; (2) Seyed Naser Moghaddas Tafreshi: Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran; (3) Andrew R. Dawson: Nottingham Transportation Engineering Centre, University of Nottingham, Nottingham, UK. | ||