SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part II: Solid–Liquid-Like Phase Transition and Flow-Like Landslides

DOI10.1142/S0219876218501499zbMath1476.74105OpenAlexW2896032043MaRDI QIDQ5207365

Yangjuan Bao, Yu Huang, Wei Zeng, Gui-Rong Liu

Publication date: 20 December 2019

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876218501499

zbMATH Keywords

smoothed particle hydrodynamicsflow-like landslidesolid-liquid-like phase transitionunified constitutive model

Mathematics Subject Classification ID

Probabilistic methods, particle methods, etc. for boundary value problems involving PDEs (65N75) Geophysical solid mechanics (74L05) Displacive transformations in solids (74N10)

Related Items (3)

General Winkler Model for Kinematic Responses of Shafts in Linear Soil ⋮ Fracture in concrete gravity dams under dynamic loading conditions ⋮ Extension of 3-D coupled DDA-SPH method for dynamic analysis of soil-structure interaction problems

Cites Work

• From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides
• Slope stability analysis based on elasto-plastic finite element method
• Smoothed Particle Hydrodynamics

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