A simplified method for predicting the settlement of circular footings on multi-layered geocell-reinforced non-cohesive soils
Multiple layers of geosynthetic reinforcement, placed below foundations or in the supporting layers of road pavements, can improve section performance through several mechanisms, leading to reduction in stresses and deformations. This paper aims to present a new analytical solution, based on the the...
| Main Authors: | , , , , |
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| Format: | Article |
| Published: |
Elsevier
2015
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/34768/ |