SPH Simulation of Strain Localisation in Geomaterials Using a Visco-Plastic Constitutive Model
Author:
Affiliation:
1. MCG Lab, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.
2. Data61, CSIRO, Clayton South, VIC 3169, Australia.
3. School of Civil Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784480779.232
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3. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
4. Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH);Bui H. H.;Geotechnique,2011
5. A novel computational approach for large deformation and post-failure analyses of segmental retaining wall systems
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