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Two‐phase dynamic analysis by material point method
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Outgoing claims: the papers this work cites, builds on, or argues with.
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Triangles and tetrahedra in explicit dynamic codes for solids
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A particle-in-cell solution to the silo discharging problem
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Achievements and some unsolved problems of the finite element method
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Stability and comparison of different linear tetrahedral formulations for nearly incompressible explicit dynamic applications
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Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
inferredcites →https://doi.org/10.1002/nag.687openalex-snapshot
Numerical simulation of fully saturated porous materials
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An iterative pressure‐stabilized fractional step algorithm in saturated soil dynamics
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Solution of quasi‐static large‐strain problems by the material point method
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On the stable finite element procedures for dynamic problems of saturated porous media
inferredcites →https://doi.org/10.1002/nme.1620080107openalex-snapshot
Finite elements formulated by the weighted discrete least squares method
inferredcites →https://doi.org/10.1002/nme.1620231007openalex-snapshot
The patch test for mixed formulations
inferredcites →https://doi.org/10.1002/nme.1620260504openalex-snapshot
Unconditionally stable staggered solution procedure for soil‐pore fluid interaction problems
inferredcites →https://doi.org/10.1002/nme.1620320603openalex-snapshot
Incompressibility without tears—HOW to avoid restrictions of mixed formulation
inferredcites →https://doi.org/10.1007/978-3-642-05241-5openalex-snapshot
Computer methods in mechanics : lectures of the CMM 2009
inferredcites →https://doi.org/10.1007/978-90-481-3441-0openalex-snapshot
An Introduction to Soil Dynamics
inferredcites →https://doi.org/10.1016/0029-5493(82)90026-7openalex-snapshot
Theory and application of a finite element method for arbitrary Lagrangian-Eulerian fluids and structures
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The finite element method. Linear static and dynamic finite element analysis
inferredcites →https://doi.org/10.1016/j.cma.2008.12.006openalex-snapshot
Material point method for dynamic analysis of saturated porous media under external contact/impact of solid bodies
inferredcites →https://doi.org/10.1016/j.finel.2004.01.011openalex-snapshot
Average strain strategy for finite elements
inferredcites →https://doi.org/10.1016/s0045-7825(99)00338-2openalex-snapshot
The material-point method for granular materials
inferredcites →https://doi.org/10.1061/jmcea3.0001144openalex-snapshot
Finite Dynamic Model for Infinite Media
inferredcites →https://doi.org/10.1080/15502280600790637openalex-snapshot
A Matrix Free Fractional Step Method for Static and Dynamic Incompressible Solid Mechanics
inferredcites →https://doi.org/10.1098/rspa.1990.0061openalex-snapshot
Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems
inferredcites →https://doi.org/10.1119/1.12478openalex-snapshot
Stable solutions using the Euler approximation
inferredcites →https://doi.org/10.1680/geot.1980.30.4.385openalex-snapshot
Drained, undrained, consolidating and dynamic behaviour assumptions in soils
inferredcites →https://doi.org/10.3990/1.9789036512640openalex-snapshot
Developments of the arbitrary lagrangian-eulerian method in non-linear solid mechanics applications to forming processes
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Thermodynamically consistent effective stress formulation for unsaturated soils across a wide range of soil saturation
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Internal Progressive Failure in Deep-Seated Landslides
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Numerical simulation of dike failure using a GPU-based coupled DEM–SPH model
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Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions
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Run-out of landslides in brittle soils
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A manifold Lagrangian integration point method for large deformation failure modelling of rock slopes
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Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling
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An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media
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Hydro-mechanical behaviour of soils during water-soil gushing in shield tunnels using MPM
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105455openalex-snapshot
MPM-based mechanism and runout analysis of a compound reactivated landslide
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Face stability analysis of tunnels in saturated soil considering soil-fluid coupling effect via material point method
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An improved semi-implicit material point method for simulating large deformation problems in saturated geomaterials
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A coupled MPM and CBFEM framework for large deformation simulation of porous media interacting with pore and free fluid
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Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method
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An implicit stabilized material point method for modelling coupled hydromechanical problems in two-phase geomaterials
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An explicit material point and finite volume sequentially coupled method for simulating large deformation problems in saturated soil
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Layered construction process with the material point method
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Class A prediction of debris flow impact forces on dual rigid and flexible barriers: MPM modelling
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A 3D coupled Material Point Method study on hydro-mechanical collapse mechanism of the tunnel face in shields with a partially filled chamber
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A three-phase two-point MPM for large deformation analysis of unsaturated soils
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Experimental and numerical investigations of undrained stress relaxation behavior considering freeze-thaw-drying-wetting effects for saturated clay
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Two-point MPM study of fluidized grains in internal erosion around metro tunnel characterized by an erosion law
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A novel particle-cell hybrid (PCH) method for geotechnical large deformation analysis
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A unified numerical framework for the soil and fluid coupling problem considering mixture and separation
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A generalized projection algorithm for overcoming volumetric locking in explicit material point method
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Enhanced MPM framework with multipatch isogeometric analysis for geotechnical applications
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Coupled seepage–deformation analysis of the dynamics of embankment with elastoplasticity based on the full formulation
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.107993openalex-snapshot
A three-dimensional arbitrary grid material point method for large deformation problems with geometrically complex boundaries
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Stabilized reduced integration strategies for equal-order finite elements in various biot formulations of dynamic poromechanics
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A stabilized three-phase two-point MPM for unsaturated soils: Validation and application based on liquefaction analyses
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.108333openalex-snapshot
A stabilized two-phase two-layer SPFEM for large deformation water-soil coupling problems
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Modeling large-deformation dynamic behavior of saturated soils using the Hybrid Element Particle Method (HEPM)
inferred← citeshttps://doi.org/10.1016/j.compstruc.2017.05.004openalex-snapshot
iGIMP: An implicit generalised interpolation material point method for large deformations
inferred← citeshttps://doi.org/10.1016/j.enganabound.2021.09.020openalex-snapshot
Extensions of the two-phase double-point material point method to simulate the landslide-induced surge process
inferred← citeshttps://doi.org/10.1016/j.enganabound.2021.09.023openalex-snapshot
Hydro-mechanical coupled B-spline material point method for large deformation simulation of saturated soils
inferred← citeshttps://doi.org/10.1016/j.enganabound.2024.02.023openalex-snapshot
Material point method simulation approach to hydraulic fracturing in porous medium
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2023.109449openalex-snapshot
Two different phase field models of the explicit material point method for brittle dynamic fracture
inferred← citeshttps://doi.org/10.1016/j.enggeo.2016.07.006openalex-snapshot
Experimental and numerical investigations of dyke failures involving soft materials
inferred← citeshttps://doi.org/10.1016/j.enggeo.2018.02.007openalex-snapshot
Rainfall-induced slope collapse with coupled material point method
inferred← citeshttps://doi.org/10.1016/j.enggeo.2019.03.006openalex-snapshot
Post-failure stage simulation of a landslide using the material point method
inferred← citeshttps://doi.org/10.1016/j.enggeo.2021.106371openalex-snapshot
Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope
inferred← citeshttps://doi.org/10.1016/j.enggeo.2022.106818openalex-snapshot
Analytical and numerical models of debris flow impact
inferred← citeshttps://doi.org/10.1016/j.enggeo.2024.107614openalex-snapshot
Simulating landslides with the material point method: Best practices, potentialities, and challenges
inferred← citeshttps://doi.org/10.1016/j.enggeo.2026.108681openalex-snapshot
Impact of flow-like landslide on protection barrier: Centrifuge Tests and MPM modelling
inferred← citeshttps://doi.org/10.1016/j.finel.2014.05.015openalex-snapshot
Incompressible flow strategies for ice creep
inferred← citeshttps://doi.org/10.1016/j.finel.2016.11.007openalex-snapshot
On a family of convected particle domain interpolations in the material point method
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2015.12.005openalex-snapshot
Material point modelling of releasing geocontainers from a barge
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2026.111652openalex-snapshot
Staggered-grid explicit-implicit two-phase two-point MPM for submarine landslides
inferred← citeshttps://doi.org/10.1016/j.jcp.2024.113302openalex-snapshot
Second order accurate particle-in-cell discretization of the Navier-Stokes equations
inferred← citeshttps://doi.org/10.1016/j.jcp.2025.114589openalex-snapshot
Second order accurate discretization of the material point method on periodic domains
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.03.004openalex-snapshot
A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.07.015openalex-snapshot
Failure of levees induced by toe uplift: Investigation of post-failure behavior using material point method
inferred← citeshttps://doi.org/10.1016/j.jrmge.2023.05.006openalex-snapshot
Material point method simulation of hydro-mechanical behaviour in two-phase porous geomaterials: A state-of-the-art review
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.04.001openalex-snapshot
Geo-interface modeling with material point method: A review
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107684openalex-snapshot
Investigation of impact of submarine landslide on pipelines with large deformation analysis considering spatially varied soil
inferred← citeshttps://doi.org/10.1016/j.proeng.2017.01.010openalex-snapshot
Analysis of Crater Development Around Damaged Pipelines Using the Material Point Method
inferred← citeshttps://doi.org/10.1016/j.proeng.2017.01.019openalex-snapshot
MPM Simulations of the Interaction Between Water Jet and Soil Bed
inferred← citeshttps://doi.org/10.1016/j.proeng.2017.01.042openalex-snapshot
Modeling Dike Failure using the Material Point Method
inferred← citeshttps://doi.org/10.1016/j.proeng.2017.01.043openalex-snapshot
Modeling of Liquefaction using Two-phase FEM with UBC3D-PLM model
inferred← citeshttps://doi.org/10.1016/j.proeng.2017.01.048openalex-snapshot
Modelling Internal Erosion with the Material Point Method
inferred← citeshttps://doi.org/10.1016/j.proeps.2014.06.002openalex-snapshot
Mathematical Modelling of Slopes
inferred← citeshttps://doi.org/10.1016/j.sandf.2020.06.004openalex-snapshot
Simulation of overtopping and seepage induced dike failure using two-point MPM
inferred← citeshttps://doi.org/10.1016/j.sandf.2020.08.003openalex-snapshot
MPM simulation of uplift resistance of enlarged base piles in sand
inferred← citeshttps://doi.org/10.1016/j.sandf.2021.08.007openalex-snapshot
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review
inferred← citeshttps://doi.org/10.1016/j.sandf.2026.101855openalex-snapshot
Experimental and numerical insights into seabed response during the penetration and extraction of jack-up vessel’s leg with spudcan
inferred← citeshttps://doi.org/10.1016/j.soildyn.2020.106207openalex-snapshot
Effect of spatial variability of earthquake ground motions on the reliability of road system
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109219openalex-snapshot
Absorbing boundary conditions in material point method adopting perfectly matched layer theory
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101471openalex-snapshot
MPM-FEM based numerical analysis on responses of stratum and twin tunnels to water-soil gushing
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102391openalex-snapshot
Physics-data-driven forward prediction and settlement-informed diagnosis of gushing-induced ground disturbance around shield tunnels
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102449openalex-snapshot
Mechanism of gush disasters caused by structural failure of shield tunnel through water-rich sand stratum: A 3D MPM Study Combining Point Cloud Data Processing Method
inferred← citeshttps://doi.org/10.1016/j.tust.2025.107296openalex-snapshot
3D coupled material point method investigation of water-soil inrush at a tunnel face in saturated stratified ground
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108134openalex-snapshot
Probabilistic large-deformation modelling of tunnel face collapse using random material point method (RMPM) incorporating cross-correlated random fields
inferred← citeshttps://doi.org/10.1016/j.undsp.2024.12.008openalex-snapshot
Evolution of mechanical properties of shield tunnels induced by water-soil gushing
inferred← citeshttps://doi.org/10.1016/j.wear.2018.11.020openalex-snapshot
Modelling of ploughing in a single-asperity sliding contact using material point method
inferred← citeshttps://doi.org/10.1016/s1001-6058(16)60749-7openalex-snapshot
MPM simulations of dam-break floods
inferred← citeshttps://doi.org/10.1051/e3sconf/20160908019openalex-snapshot
Modelling large deformation problems in unsaturated soils
inferred← citeshttps://doi.org/10.1051/e3sconf/202338213009openalex-snapshot
SimuIating landsIides using two-phase two-point material point method
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001953openalex-snapshot
Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001550openalex-snapshot
Analysis of Piezocone Penetration under Different Drainage Conditions with the Two-Phase Material Point Method
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002687openalex-snapshot
Material Point Method for Cone Penetration in Clays
inferred← citeshttps://doi.org/10.1061/9780784412992.120openalex-snapshot
Two-Phase Dynamic Finite Element Method with One-Dimensional Examples
inferred← citeshttps://doi.org/10.1061/9780784482803.052openalex-snapshot
A New Approach to Simulate Suffusion Processes with MPM
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8576openalex-snapshot
Numerical Simulations of a Strip Footing on the Soil Slope with a Buried Pipe Using the Material Point Method
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-10985openalex-snapshot
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11638openalex-snapshot
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving
inferred← citeshttps://doi.org/10.1063/5.0128867openalex-snapshot
Two-layer two-phase material point method simulation of granular landslides and generated tsunami waves
inferred← citeshttps://doi.org/10.1080/19648189.2017.1408498openalex-snapshot
Large displacement numerical study of 3D plate anchors
inferred← citeshttps://doi.org/10.1088/1755-1315/26/1/012003openalex-snapshot
Recent developments of the Material Point Method for the simulation of landslides
inferred← citeshttps://doi.org/10.1108/hff-12-2021-0797openalex-snapshot
Simulation of heat and fluid flow in porous medium and fractures by material point method
inferred← citeshttps://doi.org/10.1139/cgj-2020-0344openalex-snapshot
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls
inferred← citeshttps://doi.org/10.1145/3072959.3073651openalex-snapshot
Multi-species simulation of porous sand and water mixtures
inferred← citeshttps://doi.org/10.1145/3355089.3356537openalex-snapshot
A thermomechanical material point method for baking and cooking
inferred← citeshttps://doi.org/10.1145/3799902.3811069openalex-snapshot
Buoyancy-driven Phase Separation in the Material Point Method
inferred← citeshttps://doi.org/10.1155/2021/8860517openalex-snapshot
Postfailure Characterization of Shallow Landslides Using the Material Point Method
inferred← citeshttps://doi.org/10.1186/s40677-022-00210-9openalex-snapshot
Empirical formulation for debris flow impact and energy release
inferred← citeshttps://doi.org/10.1201/9780429446931-74openalex-snapshot
Issues with the material point method for geotechnical modelling, and how to address them
inferred← citeshttps://doi.org/10.1201/9780429446931-83openalex-snapshot
Numerical simulation of pile installation in saturated soil using CPDI
inferred← citeshttps://doi.org/10.1201/b17017-58openalex-snapshot
Modelling progressive failure with MPM
inferred← citeshttps://doi.org/10.1201/b17395-175openalex-snapshot
Run-out of landslides in brittle soils: An MPM analysis
inferred← citeshttps://doi.org/10.13140/rg.2.2.33519.23208openalex-snapshot
MPM Modelling of Seepage Flow through Embankments
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