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A semi‐implicit material point method based on fractional‐step method for saturated soil
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International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 45, Issue 10
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March 2021 |
Arbitrary Lagrangian–Eulerian method for large‐strain consolidation problems
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International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 32, Issue 9
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Elastic PMLs for resonator anchor loss simulation
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Time‐domain scaled boundary perfectly matched layer for elastic wave propagation
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May 2023 |
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Perfectly matched layers for transient elastodynamics of unbounded domains
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An Arbitrary Lagrangian–Eulerian Computing Method for All Flow Speeds
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A stabilized mixed implicit Material Point Method for non-linear incompressible solid mechanics
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October 2018 |
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Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method
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November 2018 |
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Three (nearly) complete inventories of landslides triggered by the May 12, 2008 Wenchuan Mw 7.9 earthquake of China and their spatial distribution statistical analysis
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Spatial characteristics of landslides triggered by the 2015 Mw 7.8 (Gorkha) and Mw 7.3 (Dolakha) earthquakes in Nepal
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October 2016 |
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Application of 3D-DDA integrated with unmanned aerial vehicle–laser scanner (UAV-LS) photogrammetry for stability analysis of a blocky rock mass slope
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June 2019 |
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Perfect selective metamaterial absorber with thin-film of GaAs layer in the visible region for solar cell applications
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June 2022 |
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Nonconforming Dirichlet boundary conditions in implicit material point method by means of penalty augmentation
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January 2021 |
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The smoothed finite element method (S-FEM): A framework for the design of numerical models for desired solutions
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January 2019 |
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Perfectly matched layer-absorbing boundary condition for finite-element time-domain modeling of elastic wave equations
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September 2013 |
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Review and Recent Developments on the Perfectly Matched Layer (PML) Method for the Numerical Modeling and Simulation of Elastic Wave Propagation in Unbounded Domains
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April 2021 |
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Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation
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Flow and deformation failure of sandy slopes
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An adaptive finite element material point method and its application in extreme deformation problems
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October 2012 |
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An improved non-reflecting outlet boundary condition for weakly-compressible SPH
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August 2020 |
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A coupled finite volume and material point method for two-phase simulation of liquid–sediment and gas–sediment flows
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October 2021 |
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Shear band evolution and post-failure simulation by the extended material point method (XMPM) with localization detection and frictional self-contact
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February 2022 |
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A semi-implicit material point method for coupled thermo-hydro-mechanical simulation of saturated porous media in large deformation
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January 2024 |
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Stabilized mixed material point method for incompressible fluid flow analysis
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February 2024 |
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Development of free-field and compliant base SPH boundary conditions for large deformation seismic response analysis of geomechanics problems
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A large deformation analysis for the assessment of failure induced deformations of slopes in strain softening materials
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April 2013 |
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A dynamic large deformation finite element method based on mesh regeneration
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Coupling of soil deformation and pore fluid flow using material point method
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Development of an implicit material point method for geotechnical applications
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January 2016 |
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Modeling large-deformation features of the Lower San Fernando Dam failure with the Material Point Method
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January 2024 |
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Sequential Hybrid Finite Element and Material Point Method to Simulate Slope Failures
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B-spline based boundary conditions in the material point method
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Methods for assessing the stability of slopes during earthquakes—A retrospective
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Empirical estimation of the Newmark displacement from the Arias intensity and critical acceleration
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Physics-based large-deformation analysis of coseismic landslides: A multiscale 3D SEM-MPM framework with application to the Hongshiyan landslide
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The size, distribution, and mobility of landslides caused by the 2015 Mw7.8 Gorkha earthquake, Nepal
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Dynamic stability analysis of jointed rock slopes using the DDA method: King Herod's Palace, Masada, Israel
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Coseismic site response and slope instability using periodic boundary conditions in the material point method
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Simple absorbing layer conditions for shallow wave simulations with Smoothed Particle Hydrodynamics
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April 2013 |
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Extended Newmark method to assess stability of slope under bidirectional seismic loading
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April 2021 |
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Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure
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November 2021 |
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Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method
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January 2022 |
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Interaction between surface waves and absorbing boundaries for wave propagation in geological basins: 2D numerical simulations
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Seismic Sliding Analysis of Sandy Slopes Subjected to Pore-Water Pressure Buildup
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A Convolutional Perfect Matched Layer (CPML) for One-Step Leapfrog ADI-FDTD Method and Its Applications to EMC Problems
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Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH)
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Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method
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