Assistant Researcher
Tel：010-62793919
Address： Department of Hydraulic Engineering, Tsinghua University
E-mail: wangrui_05@tsinghua.edu.cn
2009.09-2014.07 Ph.D. Department of Hydraulic Engineering, Tsinghua University
2005.08-2009.07 B.S. Department of Hydraulic Engineering, Tsinghua University
2011.10-2012.05 Visiting Scholar Department of Civil and Environment Engineering, University of California, Los Angeles
2017.08-Present Department of Hydraulic Engineering Assistant Researcher
2014.07-2017.08 Department of Hydraulic Engineering Post-Doc
Soil dynamics and geotechnical earthquake engineering
Computational geomechanics
Nominated Member of Technical Committee TC210 Dams, International Society for Soil Mechanics and Geotechnical Engineering
International Society for Soil Mechanics and Geotechnical Engineering TC203 2020 Young Researcher Award, 2020
International Society for Soil Mechanics and Geotechnical Engineering Bright Spark Lecture Award, 2020
1. Wang R., 2016. Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods. Springer Verlag Berlin Heidelberg. (ISBN: 978-3-662-49661-9)
2. Hu Q, Zhang J.M., Wang R.* 2020. Quantification of Dilatancy during Undrained Cyclic Loading and Liquefaction. Computers and Geotechnics, 128(2020): 103853.
3. Wang R., Cao W., Xue L., Zhang J.M.* 2020. An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand. Acta Geotechnica.
4. Wang R., Dafalias Y.F.*, Fu P., Zhang J.M. 2020. Fabric Evolution and Dilatancy within Anisotropic Critical State Theory Guided and Validated by DEM. International Journal of Solids and Structures, 188-189(2020): 210-222.
5. Wang R., Fu P., Zhang J.M. *, Dafalias Y.F. 2017. Evolution of various fabric tensors for granular media toward the critical state. Journal of Engineering Mechanics, ASCE, 143(10), 04017117-1-9. (10.1061/(ASCE)EM.1943-7889.0001342) (Editor’s Choice Paper)
6. Wang R., Liu X., Zhang J.M.* 2017. Numerical analysis of the seismic inertial and kinematic effects on pile bending moment in liquefiable soils. Acta Geotechnica, 12 (4), 773-791. (10.1007/s11440-016-0487-z)
7. Wang R., Fu P.*, Zhang J.M., Dafalias Y.F. 2016. DEM study of fabric features governing undrained post-liquefaction shear deformation of sand. Acta Geotechnica. 11 (6), 1321-1337. (10.1007/s11440-016-0499-8)
8. Wang R., Fu P, Zhang J.M.* 2016. Finite Element Model for Piles in Liquefiable Ground. Computers and Geotechnics. 72, 1-14. (10.1016/j.compgeo.2015.10.009)
9. Wang R., Zhang J.M.*, Wang G., 2014. A unified plasticity model for large post-liquefaction shear deformation of sand. Computers and Geotechnics. 59, 54-66. (10.1016/j.compgeo.2014.02.008)
10. Wang R., Brandenberg S.J.* 2013. Beam on nonlinear Winkler foundation and modified neutral plane solution for calculating downdrag settlement. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 139 (9), 1433–1442. (10.1061/(ASCE)GT.1943-5606.0000888)
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