Shear Damage Simulations of Rock Masses Containing Fissure-Holes Using an Improved SPH Method
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DOI: 10.3390/ma16072640
Abstract: Fissures and holes widely exist in rock mechanics engineering, and, at present, their failure mechanisms under complex compress and shear stress states have not been well recognized. In our work, a fracture mark, ΞΎ, is… read more here.
Keywords: sph method; improved sph; rock masses;