Fei Han

Research Interests
- Advanced Sensing Technologies
- Artificial Intelligence
- Computational Mechanics
- Decision making
- Deep Learning
- Optimization
- Plasticity
- Soil Mechanics & Foundations
Courses Taught
- CEE 778/878: Foundation Design I
- CEE 779/879: Foundation Design II
Selected Publications
Hu, Q., Han, F., Prezzi, M., Salgado, R., & Zhao, M. (2022). Lateral load response of large-diameter monopiles in sand. Géotechnique, 72(12), 1035-1050. doi:10.1680/jgeot.20.00002
Hu, Q., Han, F., Prezzi, M., Salgado, R., & Zhao, M. (2022). Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 148(4). doi:10.1061/(ASCE)GT.1943-5606.0002745
Xiao, Y., Stuedlein, A. W., He, X., Han, F., Evans, T. M., Pan, Z., . . . van Paassen, L. (2021). Lateral Responses of a Model Pile in Biocemented Sand. INTERNATIONAL JOURNAL OF GEOMECHANICS, 21(11). doi:10.1061/(ASCE)GM.1943-5622.0002179
Ganju, E., Han, F., Prezzi, M., & Salgado, R. (2021). Closure to "Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand" by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 147(8). Retrieved from https://www.webofscience.com/
Han, F., Prezzi, M., & Salgado, R. (2021). Group Efficiencies for Design of Non-Displacement Pile Groups in Sand. In IFCEE 2021. American Society of Civil Engineers. doi:10.1061/9780784483404.028
Han, F., Ganju, E., Salgado, R., & Prezzi, M. (2019). Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand. ACTA GEOTECHNICA, 14(6), 1785-1803. doi:10.1007/s11440-019-00863-1
Han, F., Ganju, E., Salgado, R., & Prezzi, M. (2018). Effects of Interface Roughness, Particle Geometry, and Gradation on the Sand-Steel Interface Friction Angle. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 144(12). doi:10.1061/(ASCE)GT.1943-5606.0001990
Han, F., Salgado, R., Prezzi, M., & Lim, J. (2017). Shaft and base resistance of non-displacement piles in sand. COMPUTERS AND GEOTECHNICS, 83, 184-197. doi:10.1016/j.compgeo.2016.11.006
Han, F., Prezzi, M., Salgado, R., & Zaheer, M. (2017). Axial Resistance of Closed-Ended Steel-Pipe Piles Driven in Multilayered Soil. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 143(3). doi:10.1061/(ASCE)GT.1943-5606.0001589
Tehrani, F. S., Han, F., Salgado, R., Prezzi, M., Tovar, R. D., & Castro, A. G. (2016). Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand. GEOTECHNIQUE, 66(5), 386-400. doi:10.1680/jgeot.15.P.007
Most Cited Publications