Evaluation of the Rock Mass Strength for Hard Rock Pillar Design Using Bonded Block Models
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-023-03718-0.pdf
Reference70 articles.
1. Azocar KD (2016) Investigation the mesh dependency and upscaling of 3D grain-based model for the simulation of brittle fracture process in los-porosity crystalline rock. MASc thesis. Queen’s University.
2. Bahrani N (2015) Estimation of confined peak strength for highly interlocked jointed rockmasses. Doctoral dissertation, Laurentian University of Sudbury.
3. Bahrani N, Kaiser PK (2013) Strength degradation of non-persistently jointed rockmass. Int J Rock Mech Min Sci 62:28-33. https://doi.org/10.1016/j.ijrmms.2013.03.013
4. Bahrani N, Kaiser PK (2020) Influence of degree of interlock on confined strength of jointed hard rock masses. J Rock Mech Geotech Eng 12(6):1152–1170. https://doi.org/10.1016/j.jrmge.2020.06.004
5. Bahrani N, Kaiser PK, Valley B (2014) Distinct element method simulation of an analogue for a highly interlocked, non-persistently jointed rockmass. Int J Rock Mech Min Sci 71:117–130. https://doi.org/10.1016/j.ijrmms.2014.07.005
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