Fei Han

Fei Han

Assistant Professor
Phone: (603) 862-4447
Office: UNH Civil & Environmental Engineering, Kingsbury Hall, Durham, NH 03824
Websites:

Courses Taught

  • CEE 768/868: Geo-Environmental Engineering
  • CEE 778/878: Foundation Design I
  • CEE 779: Foundation Design II
  • CEE 779/879: Foundation Design II
  • CEE 879: Foundation Design II

Education

  • Ph.D., Purdue University
  • M.S.C.E., Purdue University
  • B.S., Huazhong University of Science

Research Interests

  • Advanced Sensing Technologies
  • Artificial Intelligence
  • Computational Mechanics
  • Decision making
  • Deep Learning
  • Optimization
  • Plasticity
  • Soil Mechanics & Foundations

Selected Publications

  • Guo, X., Han, F., Liu, Y., Wu, N., Zhang, C., & Zhang, N. (n.d.). Editorial: Methods and advances in marine geology and hydrodynamics environment. Frontiers in Marine Science, 11. doi:10.3389/fmars.2024.1362605

  • Wu, N., Zhang, N., Liu, Y., Han, F., Zhang, C., & Guo, X. (Eds.) (n.d.). Methods and advances in marine geology and hydrodynamics environment. doi:10.3389/978-2-8325-4361-0

  • Hosein Taherkhani, A., Mei, Q., & Han, F. (2023). Capacity prediction and design optimization for laterally loaded monopiles in sandy soil using hybrid neural network and sequential quadratic programming. Computers and Geotechnics, 163, 105745. doi:10.1016/j.compgeo.2023.105745

  • Taherkhani, A. H., Mei, Q. G., & Han, F. (2023). A Deep Learning Model to Predict the Lateral Capacity of Monopiles. In Geo-Congress 2023. American Society of Civil Engineers. doi:10.1061/9780784484685.023

  • 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

  • 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

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  • Most Cited Publications