Weijuan Geng-土木工程与力学学院

Weijuan Geng

Name

Weijuan Geng

Date of Birth

1989.04

Title

Degree

Ph.D

Position

Discipline

Education and
Professional
Experience

Education：
Ph.D University of Wisconsin – Madison, Wisconsin, USA
2014.06 – 2018.08
M.S. Northwestern University, Evanston, Illinois, USA
2012.09 – 2014.06
Maîtrise. Lille University of Science and Technology, Lille, France
2011.09 – 2012.06
B.S. Lille University of Science and Technology, Lille, France
2010.03 – 2011.07
B.S. Hohai University, Nanjing, China
2007.09 – 2012.06
Professional Experience：
2022.12-Present Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Postdoctoral Fellow
2020.05-Present Jiangsu University, Lecturer
2017.06-2018.08 ASCE, GI-GSO representative
2017.02-2017.12 University of Wisconsin – Madison, Teaching Asistant
2014.06-2018.08 University of Wisconsin – Madison, Research Asistant
2013.06-2014.06 Northweatern University, Research Asistant

Social
Academic Post
and Honor

Main Courses

Environmental Geotechnics, Foundation Engineering, Foundation Design, Ground Improvement, Engineering Geology and Soil Mechanics

Scientific
Research
Field

Expansive clay behaviors and applications
Landfill liner system (Geosynthetic clay liners)
Laboratory characterization
Pore-scale imaging and analysis (micromechanics)
Improvement in soft soils

Projects

Main Papers

and Patents

[1] Wu, Y., Yin, Z., Zhang, H., Geng, W*. 2023. Prediction of nonlinear seismic response of underground structures in single- and multi-layered soil profiles using a deep gated recurrent network. Soil Dynamics and Earthquake Engineering, 107852. https://doi.org/10.1016/j.soildyn.2023.107852
[2] Geng, W., Kumah, D., Yin, J., Ahmed, S., Xiao, J. 2023. Yielding behavior of a natural soft clay considering stress history subjected to K0 consolidation. International Journal of Civil Engineering, 21, 149-158. https://doi.org/10.1007/s40999-022-00737-w
[3] Wu, Y., Wang, J., Zhang, Y., Geng, W*, Guo, P. 2023. An updated spectral representation method coupled with generalized probability density evolution method in assessing the seismic reliability of tunnels. Soil Dynamics and Earthquake Engineering, 166:107755. https://doi.org/10.1016/j.soildyn.2022.107755
[4] Xu, G., Han, Q., Geng, W*, Yin, J., Liu, L. 2023. Evaluation of Fiber Reinforcement on the Strength Behaviors of Dredging Slurry Cemented at High Water Content. Soils and Foundations, 63(1), 101264. https://doi.org/10.1016/j.sandf.2022.101264
[5] Liu, Y., Gao, Y., He, J., Zhou, Y, Geng, W*. 2023. An experimental investigation of wind erosion resistance of desert sand cemented by soybean-urease induced carbonate precipitation. Geoderma, 429(1), 116231. https://doi.org/10.1016/j.geoderma.2022.116231
[6] Geng, W., Salihoglu, H., Likos, W.J., Benson, C.H. 2022. Index Tests for Geosynthetic Clay Liners Containing Bentonite-Polymer Composites. Environmental Geotechnics, 2200072. https://doi.org/10.1680/jenge.22.00072
[7] Geng, W., Liu, M., Gadikota, G., Likos, W.J., Benson, C.H. 2022. Morphological Controls on Flow Conductivity and Viscosity of Bentonite-Polymer Composite. Environmental Geotechnics, https://doi.org/10.1680/jenge.21.00125
[8] Geng, W., Han, W., Yin, J., Lu, Z. 2022. Salinity Effects on the Strength and Morphological indices of Soft Marine Clay. Scientific Reports, 12(1), 17563. https://doi.org/10.1038/s41598-022-22627-w
[9] Geng, W., Yin, J., Bian, Z., Liu, L., Xu, G. 2022. Fiber Efficiency on the Flow Behaviors and Compressibility-Permeability of Fiber-Reinforced Cemented Waste Slurry. Journal of Materials in Civil Engineering, 34(12), 04022347. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004516
[10] Geng, W., Zhou, W., Liu, J. 2022. Behavior of compacted collapsible soil after adding calcium chloride. 4th International Conference on Transportation Geotechnics (ICTG): Advances in Transportation Geotechnics IV, 164, 387-399.
[11] Yin, J., Lu, Z., Geng, W.*, Han, W., Hudu, A. 2022. Effect of Porewater Salinity on Compression Behaviors and Hydraulic Conductivity of Soft Marine Clay. Marine Georesources & Geotechnology, 40(7), 813-822.
[12] Geng, W., Liu, H., Yin, J., Du, Y., Kumah, D. 2021. Evaluation of Compression Behaviors of Marine Clay Reinforced with Waste Shredded Tires. Advances in Civil Engineering, 7780338. https://doi.org/10.1155/2021/7780338
[13] Yin, J., Zhang, K., Geng, W*, Gaamon, A., Xiao, J. 2021. Effect of Initial Water Content on Undrained Shear Strength of K0 Consolidated Clay. Soils and Foundations, 61(5), 1453-1463.
[14] Yin, J., Tang, Y., Geng, W.*, Xu. G. 2021. Coupled effects of initial water content and swelling history on compression behaviors of bentonite. Bulletin of Engineering Geology and the Environment, 80(6), 4929-4941.
[15] Song, M., Xu, G., Yin, J., Geng, W., Zhou, Z., Qiu, C. 2021. Effect of Turbulent Fluctuation on Settling Behavior of Dredged Slurry in Sheared Condition. KSCE Journal of Civil Engineering. 021, 25(4), 1252-1261.
[16] Wang, Q., Chen, J., Liu, J., Yu, M., Geng, W., Wang, P., Wu, Z. 2020. Relationships between shear strength parameters and microstructure of alkaline-contaminated red clay. Environmental Science and Pollution Research, 27(27), 33848-33862.
[17]Geng, W., Likos, W.J. and Benson, C.H. 2016, Viscosity of Polymer-Modified Bentonite as a Hydraulic Performance Index. ASCE Sustainable Geoenvironmental Systems, 498-507.

Email

geng@ujs.edu.cn