A 3D particle finite element model for the simulation of soft soil excavation using hypoplasticity
Autor: | Thai Son Dang, Günther Meschke, Abdiel Ramon Leon Bal |
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Rok vydání: | 2019 |
Předmět: |
Fluid Flow and Transfer Processes
Coupling Numerical Analysis Dependency (UML) Constitutive equation 0211 other engineering and technologies Computational Mechanics Stiffness Excavation 02 engineering and technology Mechanics 01 natural sciences Finite element method 010101 applied mathematics Computational Mathematics Modeling and Simulation Benchmark (computing) medicine Particle 0101 mathematics medicine.symptom Geology 021101 geological & geomatics engineering Civil and Structural Engineering |
Zdroj: | Computational Particle Mechanics. 7:151-172 |
ISSN: | 2196-4386 2196-4378 |
DOI: | 10.1007/s40571-019-00271-y |
Popis: | A numerical model based on the particle finite element method (PFEM) combined with a hypoplastic constitutive model is proposed for the analysis of soft soil excavations by means of single and multiple excavation tools. The PFEM allows to efficiently account for large deformations of the excavated soil material and free surfaces characterizing the simulation of tool–soil interaction during excavation. The utilization of a hypoplastic model, formulated in rate form, allows for a straightforward coupling with the standard velocity-based PFEM. Furthermore, effects such as pressure and density dependency of the soil stiffness are consistently incorporated into the formulation. The solution of the governing equations is performed implicitly, while an adaptive sub-stepping scheme is employed for the explicit time integration of the constitutive equation. Thus, the accuracy of the solution is improved at both global and local (constitutive) levels. The performance of the method is evaluated by means of the numerical re-analysis of selected geotechnical benchmark examples and soft soil excavations in 2D and 3D setups. |
Databáze: | OpenAIRE |
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