Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek–Brown Criterion
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DOI: 10.1061/(asce)gm.1943-5622.0001919
Abstract: Abstract An analytical method will be proposed to investigate the bearing mechanism of piles in an anisotropic discontinuous rock mass. Based on the characteristic line method, the discontinuous pa... read more here.
Keywords: mass based; discontinuous rock; anisotropic discontinuous; rock mass ... See more keywords