Ph.D., Civil Engineering | Geotechnical Engineering, University of Hawaii at Manoa, 2019
M.Sc., Civil Engineering | Geotechnical Engineering, Technische Universität Darmstadt, 2009
B.Sc., Civil Engineering, Istanbul Technical University, 2005
Wang, Y., Jiang, N., Saracho, A.C., Doygun, O., Du, Y., & Han, X. (2023). Compressibility characteristics of bio-cemented calcareous sand treated through the bio-stimulation approach. Journal of Rock Mechanics and Geotechnical Engineering, 15(2), 510-522.Elsevier. doi: 10.1016/j.jrmge.2022.05.007.
Wang, Y.J., Jiang, N.J., Han, X.L., Doygun, O., & Du, Y.J. (2022). Shear behavior of bio-cemented calcareous sand treated through bio-stimulation under the direct shear condition. Bulletin of Engineering Geology and the Environment, 81(10), 413.Springer Nature. doi: 10.1007/s10064-022-02907-5.
Brandes, H., Doygun, O., Francis, O., Zhang, G., Rossi, C., Yang, L., & Togia, H. (2021). CRESI: A susceptibility index methodology to assess roads threatened by coastal erosion. Ocean & Coastal Management, 213, 105845.Elsevier. doi: 10.1016/j.ocecoaman.2021.105845.
Doygun, O., Brandes, H.G., & Polito, C.P. (2021). Large-Strain Damping of Sands: Parameter Effects. Journal of Geotechnical and Geoenvironmental Engineering, 147(9), 04021083.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)gt.1943-5606.0002572.
Doygun, O., & Brandes, H.G. (2020). High strain damping for sands from load-controlled cyclic tests: Correlation between stored strain energy and pore water pressure. Soil Dynamics and Earthquake Engineering, 134, 106134.Elsevier. doi: 10.1016/j.soildyn.2020.106134.
Doygun, O., Brandes, H.G., & Roy, T.T. (2019). Effect of Gradation and Non-plastic Fines on Monotonic and Cyclic Simple Shear Strength of Silica Sand. Geotechnical and Geological Engineering, 37(4), 3221-3240.Springer Nature. doi: 10.1007/s10706-019-00838-9.