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This paper presents a comparative analysis of numerical modeling approaches for pile driving, focusing on continuous versus discontinuous methods using the finite element platform PLAXIS 2D. The study highlights the importance of accurately simulating pile dynamics to assess soil response during installation, with findings indicating that continuous modeling aligns better with field measurements. A parametric study was conducted to evaluate the role of plastic zones in pile penetration, demonstrating that c

Author

burakdedeoglu0.52

Language

EN