Combination numerical technique of particle-based method and mesh-based method for large deformation analysis of geomaterials
Combination numerical technique of particle-based method and mesh-based method for large deformation analysis of geomaterials
T. Kiriyama; Yosuke Higo
13th Australia - New Zealand Conference on Geomechanics (Perth, 2019)
Theme 2. Soil Mechanics
Numerical & Constitutive Modeling
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