Research investigates the lateral behavior of large-diameter monopiles in sand. Findings emphasize that lateral deformation is highly sensitive to the pile diameter ( ) and loading height. An embedded length of is identified as an effective length for stability.
The maximum input acceleration of an earthquake plays a crucial role in determining both maximum and residual lining forces. ulascilingir
Are you interested in the (centrifuge/FEA) or the results ? Ulas CILINGIR | Senior Engineer | PhD | Research profile The maximum input acceleration of an earthquake plays
Fully coupled FE simulations are essential to capture the non-linear behaviour of soil, especially when evaluating permanent deformations in tunnel linings. 2. Geotechnical Structure Performance particularly regarding underground structures like tunnels
His work heavily utilizes and finite element analysis (FEA) to understand structural behavior during earthquakes. 1. Seismic Behavior of Tunnels
Based on the search results, Ulas Cilingir is a Senior Geotechnical Engineer and PhD researcher specializing in seismic soil-structure interaction, particularly regarding underground structures like tunnels, anchored sheet pile walls, and offshore monopiles.