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Solution of geotechnical boundary value problems with water-soil interaction using the Double-Point-Material Point Method (2P-MPM)

Subject Area Geotechnics, Hydraulic Engineering
Term from 2021 to 2025
Project identifier Deutsche Forschungsgemeinschaft (DFG) - Project number 461479769
 
Final Report Year 2025

Final Report Abstract

This project aimed to develop a numerical method for simulating mechanical-hydraulic coupled processes in saturated soils, particularly those involving large deformations of the soil skeleton and significant relative motion between the pore fluid and the solid matrix. The core of the method was based on the Material Point Method (MPM), which was extended by integrating advanced MPM algorithms and Double-Point MPM (2P-MPM), as well as by implementing the axisymmetric formulation of Biot’s equations. The project was implemented in MATLAB software environment, which supported efficient development through its extensive libraries, debugging tools, and GPU/CPU parallelization functions. A major goal was to validate and verify the MPM code using real-world measurements and comparative simulations with standard numerical tools. By implementing parallelization and finite element coupling, the code was able to solve complex, large-scale geotechnical boundary value problems. The simulation framework has been extended to include new components such as contact algorithms and absorbing boundaries. These additions supported the numerical modelling of challenging scenarios, including impacts and explosions in geotechnical problems being investigated in field tests.

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