Abstract
A series of small-scale tests was undertaken to verify if granular anchors could be used as a slope stabilisation technique. The nature of the material used and the resulting loading configuration are described here. The work confirms that the inclusion of anchors within a slope mass, irrespective of their number or orientation, significantly enhances the capacity and ductility of the failure mode. The small-scale nature of this research did influence the observed capacities, but the overarching hypothesis was confirmed. A simple analysis method is proposed that allows designers to accurately remediate natural or man-made slopes using existing analytical methods for slope stability.
Original language | English |
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Pages (from-to) | 295-300 |
Journal | Géotechnique Letters |
Volume | 4 |
Issue number | 4 |
DOIs | |
Publication status | Published (in print/issue) - 30 Sep 2014 |
Keywords
- anchors
- gravels
- ground improvement
- landslides
- retaining walls
- soil nailing