Simulation of Rock Crack Propagation and Failure Behavior Based on a Mixed Failure Model with SPH
Author:
Funder
Science and Technology Support Program Project of Guizhou Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-04001-6.pdf
Reference53 articles.
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2. An HM et al (2017) Hybrid finite-discrete element modelling of dynamic fracture and resultant fragment casting and muck-piling by rock blast. Comput Geotech 81:322–345. https://doi.org/10.1016/j.compgeo.2016.09.007
3. Bleyer J, Alessi R (2018) Phase-field modeling of anisotropic brittle fracture including several damage mechanisms. Comput Method Appl M 336:213–236. https://doi.org/10.1016/j.cma.2018.03.012
4. Bonilla-Sierra V et al (2015) Rock slope stability analysis using photogrammetric data and DFN-DEM modelling. Acta Geotech 10(4):497–511. https://doi.org/10.1007/s11440-015-0374-z
5. Bui HH, Fukagawa R (2013) An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: case of hydrostatic pore-water pressure. Int J Numer Anal Methods Geomech 37(1):31–50
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