Ulascilingir Online

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.

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. ulascilingir

For the full text of his research papers, it is recommended to visit his profiles on ResearchGate or the University of Cambridge repository. 3. Key Methodology: Centrifuge Modelling

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 when used as a compressible layer