Overhanging rock slope by design: An integrated approach using rock mass strength characterisation, large-scale numerical modelling and limit equilibrium methods
Overhanging rock slopes (steeper than 90°) are typically avoided in rock engineering design, particularly where the scale of the slope exceeds the scale of fracturing present in the rock mass. This paper highlights an integrated approach of designing overhanging rock slopes where the relative dimens...
| Autors principals: | , , |
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| Format: | Article |
| Idioma: | English |
| Publicat: |
Elsevier
2018-02-01
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| Col·lecció: | Journal of Rock Mechanics and Geotechnical Engineering |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S1674775517301269 |