EVALUATION THE BEHAVIOR OF PULLOUT FORCE AND DISPLACEMENT FOR A SINGLE PILE: EXPERIMENTAL VALIDATION WITH PLAXIS 3D

This study conducted an experimental and numerical investigation to examine the pullout behavior of a single pile in sand soil with specific density. The testing model was constructed simulate real-world geotechnical applications where is subjected varying forces. setup involved measuring vertical displacement corresponding different values results were then compared obtained from PLAXIS 3D HS-small. showed good agreement, demonstrating effectiveness simulating applications. provides valuable insights into density can be used improve design construction structures. difference between predictions acceptable values.