Ulascilingir -

Studies indicate that TDA, when used as a compressible layer, can be effective in reducing overburden loads on buried structures, though it may also cause additional acceleration amplification at the surface. 3. Key Methodology: Centrifuge Modelling

To get you the specific information you need, could you clarify: g., on tunnels vs. monopiles)?

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 ulascilingir

The maximum input acceleration of an earthquake plays a crucial role in determining both maximum and residual lining forces.

For the full text of his research papers, it is recommended to visit his profiles on ResearchGate or the University of Cambridge repository. Studies indicate that TDA, when used as a

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. monopiles)

Are you interested in the (centrifuge/FEA) or the results ? Ulas CILINGIR | Senior Engineer | PhD | Research profile