Soil surface erosion simulation using material point method

• Extend MPM with efficient inflow/outflow boundaries for soil surface erosion • Propose unified state-dependent constitutive model for bed- and suspended-load • Validate the model against experiments and other methods with excellent agreement • Assess model performance via systematic comparative studies • Enable accurate soil surface erosion simulation without empirical criteria Existing continuum-based soil surface erosion modeling has primarily focused on one-phase Eulerian methods, while the use of Lagrangian particle methods, particularly the Material Point Method (MPM), remains limited. Although two-phase MPM formulations for soil-water coupling have been developed, they typically employ conventional elastoplastic soil models that fail to capture the complex soil behavior involving transitions from a static bed to bed-load and suspended-load states. Furthermore, rigorous experimental validation and detailed comparative assessments of MPM for soil surface erosion remain scarce and underexplored. To address these gaps, this study applies the explicit two-phase two-point MPM algorithm to model the soil surface erosion. By employing dual sets of Lagrangian material points on a shared Eulerian grid, the approach effectively resolves soil-fluid interactions during erosion. An effective inflow/outflow boundary algorithm is proposed, enabling the addition and removal of water particles at the boundaries to achieve an efficient fluid boundary. Furthermore, a unified state-dependent constitutive framework for soil-solid is proposed, incorporating an elastoplasticity- μ ( I ) solid-to-fluid transition constitutive relation and an equation of state. The former captures the nonlinear solid-to-fluid transition behavior of bed-load particles, while the latter describes suspended-load particles. The proposed MPM model is validated against a series of benchmark problems, including dam break, water injection, wall-jet erosion, overtopping erosion, and tsunami overflow erosion scenarios. Comparative analysis demonstrates that the proposed MPM-based surface erosion model accurately captures the soil-fluid interface, bed-load, and suspended-load particle evolution in surface erosion without empirical erosion criteria.

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Publication Details

Journal
International Journal of Mechanical Sciences
Published
2026-03-05
DOI
https://doi.org/10.1016/j.ijmecsci.2026.111470
Primary Topic
Fluid Dynamics Simulations and Interactions
Type
article
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article

Soil surface erosion simulation using material point method

Hang Feng
International Journal of Mechanical Sciences
Fluid Dynamics Simulations and Interactions
article

Soil surface erosion simulation using material point method

Hang Feng
article en

Abstract

• Extend MPM with efficient inflow/outflow boundaries for soil surface erosion • Propose unified state-dependent constitutive model for bed- and suspended-load • Validate the model against experiments and other methods with excellent agreement • Assess model performance via systematic comparative studies • Enable accurate soil surface erosion simulation without empirical criteria Existing continuum-based soil surface erosion modeling has primarily focused on one-phase Eulerian methods, while the use of Lagrangian particle methods, particularly the Material Point Method (MPM), remains limited. Although two-phase MPM formulations for soil-water coupling have been developed, they typically employ conventional elastoplastic soil models that fail to capture the complex soil behavior involving transitions from a static bed to bed-load and suspended-load states. Furthermore, rigorous experimental validation and detailed comparative assessments of MPM for soil surface erosion remain scarce and underexplored. To address these gaps, this study applies the explicit two-phase two-point MPM algorithm to model the soil surface erosion. By employing dual sets of Lagrangian material points on a shared Eulerian grid, the approach effectively resolves soil-fluid interactions during erosion. An effective inflow/outflow boundary algorithm is proposed, enabling the addition and removal of water particles at the boundaries to achieve an efficient fluid boundary. Furthermore, a unified state-dependent constitutive framework for soil-solid is proposed, incorporating an elastoplasticity- μ ( I ) solid-to-fluid transition constitutive relation and an equation of state. The former captures the nonlinear solid-to-fluid transition behavior of bed-load particles, while the latter describes suspended-load particles. The proposed MPM model is validated against a series of benchmark problems, including dam break, water injection, wall-jet erosion, overtopping erosion, and tsunami overflow erosion scenarios. Comparative analysis demonstrates that the proposed MPM-based surface erosion model accurately captures the soil-fluid interface, bed-load, and suspended-load particle evolution in surface erosion without empirical erosion criteria.

International Journal of Mechanical SciencesVol. 316
Hong Kong Polytechnic University (HK)
Climate action
Openalex Percentile: Top 30%
Fluid Dynamics Simulations and Interactions
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