SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part I: Initiation Process and Slope Failure

DOI10.1142/S0219876218501505zbMath1476.74104OpenAlexW2897126082MaRDI QIDQ5207366

Yu Huang, Yangjuan Bao, Guangyu Wang, 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/s0219876218501505

zbMATH Keywords

smoothed particle hydrodynamicsseismic loadingunified constitutive modelinitiation processTangjiashan landslide

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 (1)

General Winkler Model for Kinematic Responses of Shafts in Linear Soil

Cites Work

• Unnamed Item
• On the problem of penetration in particle methods
• Kernel estimates as a basis for general particle methods in hydrodynamics
• Modeling low Reynolds number incompressible flows using SPH
• Computer simulation of high explosive explosion using smoothed particle hydrodynamics methodology
• Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
• Smoothed Particle Hydrodynamics
• AN OVERVIEW ON SMOOTHED PARTICLE HYDRODYNAMICS
• SPH elastic dynamics

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