Extensions of the two-phase double-point material point method to simulate the landslide-induced surge process

DOI10.1016/j.enganabound.2021.09.020OpenAlexW3204913576MaRDI QIDQ2058078

Qian Sheng, Jian Chen, Xiaodong Fu, Yongqiang Zhou, Wenjie Du

Publication date: 7 December 2021

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.09.020

zbMATH Keywords

OpenMPlandslidefluid-solid couplingmaterial point method (MPM)landslide-induced surge

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Fluid mechanics (76-XX)

Related Items (1)

Two-phase two-layer SNS-PFEM for hydromechanical geotechnical large deformation problems

Uses Software

• MPM3DMP

Cites Work

• Stability analysis of soil-rock-mixture slopes using the numerical manifold method
• Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method
• Shared Memory OpenMP Parallelization of Explicit MPM and Its Application to Hypervelocity Impact
• Static and flowing regions in granular collapses down channels
• Modeling strategies for multiphase drag interactions using the material point method
• Landslides and tsunamis predicted by incompressible smoothed particle hydrodynamics (SPH) with application to the 1958 Lituya Bay event and idealized experiment

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