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This video explores the interaction of a pile with soil under a vertical load in Abaqus. A 2D modeling approach was used for this simulation. The concrete pile is defined with elastic material properties, while the soil is characterized using Mohr-Coulomb plasticity and variable elasticity based on depth. Infinite elements were applied to represent areas far from the load zone by adjusting and modifying the input file. The analysis was carried out in four steps.
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