Ulascilingir Apr 2026

Cilingir's research frequently employs centrifugal testing to simulate real-world earthquake conditions (up to 100 G-level) to observe failure mechanisms in soil and embedded structures, which are later validated by FEA models.

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. ulascilingir

For the full text of his research papers, it is recommended to visit his profiles on ResearchGate or the University of Cambridge repository. An embedded length of is identified as an

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 2. Geotechnical Structure Performance These structures

These structures, often used in waterfronts, face complex seismic demands. Research shows that seismic loads can significantly increase both maximum displacement and bending moments, highlighting the need for proper anchoring and advanced seismic design.