1. Bilgin, Ö., Alzahrani, S., Jiang, C. (2025). Relaxation of Driven Pile Resistance Assessed by Dynamic Pile Load Tests. In: Rujikiatkamjorn, C., Xue, J., Indraratna, B. (eds) Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 8. ICTG 2024. Lecture Notes in Civil Engineering, vol 409. Springer, Singapore. https://doi.org/10.1007/978-981-97-8241-3_34
2. Ömer Bilgin, Saeed Alzahrani, Peter Narsavage, Jamal Nusairat, Alexander Dettloff, and Christopher Merklin. 2025. Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests. Canadian Geotechnical Journal. 62: 1-15. https://doi.org/10.1139/cgj-2023-0579
3. Bilgin, Ömer, Alzahrani, Saeed, Narsavage, Peter, Nusairat, Jamal, DiMaggio, Jerry A, (2023). Pile driving setup for Ohio soils. Ohio. Department of Transportation. Pile Driving Setup for Ohio Soils: Final Report
4. Alzahrani, S., Bilgin, Ö. Prediction of Pile Setup for Driven Pipe Piles in Fine-Grained Soils Using Gene Expression Programming. Geotech Geol Eng 41, 3605–3624 (2023). https://doi.org/10.1007/s10706-023-02476-8
5. Alzahrani, S. (2023). Modeling Pile Setup for Closed-Ended Pipe Piles Driven in Cohesive Soils [Doctoral dissertation, University of Dayton]. OhioLINK Electronic Theses and Dissertations Center. http://rave.ohiolink.edu/etdc/view?acc_num=dayton168072510739354
6. Bilgin, Ö., Alzahrani, S.K. Assessment of Compression Index Empirical Equations for Glaciated and Unglaciated Soils. Int J Civ Eng 20, 749–761 (2022). https://doi.org/10.1007/s40999-021-00686-w
7. Alzahrani, Saeed. Effect of Time on Soil-Geomembrane Interface Shear Strength. 2017. University of Dayton, Master's thesis. OhioLINK Electronic Theses and Dissertations Center, http://rave.ohiolink.edu/etdc/view?acc_num=dayton1493060387473436.
