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his video demonstrates the simulation of pile penetration into soil using the Coupled Eulerian-Lagrangian (CEL) method in Abaqus. The soil is modeled as an Eulerian part with Coulomb-Mohr material properties, while the pile is represented as a 3D Lagrangian part with concrete material. The explicit solver is chosen for this analysis, and two key steps are included: first, the application of soil body forces, followed by the pile’s penetration into the soil.
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