Extension of 3-D coupled DDA-SPH method for dynamic analysis of soil-structure interaction problems

DOI10.1016/j.apm.2022.06.045zbMath1505.76075OpenAlexW4285013721WikidataQ114201520 ScholiaQ114201520MaRDI QIDQ2110129

Bing Hu, Xiao Cheng, Yingbin Zhang, Dejian Li, Pengcheng Yu, Xinyan Peng

Publication date: 21 December 2022

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2022.06.045

zbMATH Keywords

soil-structure interactionsmoothed particle hydrodynamics (SPH)3-D coupled DDA-SPH methoddiscontinuous deformation method (DDA)elastic-plastic soil constitutive model

Mathematics Subject Classification ID

Basic methods in fluid mechanics (76M99)

Cites Work

• SPH simulations of three-dimensional non-Newtonian free surface flows
• A simple procedure to improve the pressure evaluation in hydrodynamic context using the SPH
• Smoothed particle hydrodynamics (SPH): an overview and recent developments
• Dynamic simulation of landslide dam behavior considering kinematic characteristics using a coupled DDA-SPH method
• CPU-accelerated explicit discontinuous deformation analysis and its application to landslide analysis
• Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
• Smoothed Particle Hydrodynamics
• 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

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