WANG Rui
Assistant Researcher
Tel:010-62793919
Address: Department of Hydraulic Engineering, Tsinghua University
E-mail: wangrui_05@tsinghua.edu.cn
Educational Background
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
Work Experience
2017.08-Present Department of Hydraulic Engineering Assistant Researcher
2014.07-2017.08 Department of Hydraulic Engineering Post-Doc
Research Interests
Soil dynamics and geotechnical earthquake engineering
Computational geomechanics
Professional Service
Nominated Member of Technical Committee TC210 Dams, International Society for Soil Mechanics and Geotechnical Engineering
Academic Achievements
Selected Publications:

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. Yao Y., Wang R.*, Liu T.Y., Zhang J.M. 2018. Seismic response of high concrete face rockfill dams subjected to non-uniform input motion. Acta Geotechnica. (10.1007/s11440-018-0632-y,)
3. 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)
4. Wang R., Fu P. *, Tong Z.X., Zhang J.M., Dafalias Y.F. 2017. Strength anisotropy of granular material consisting of perfectly round particles. International Journal for Numerical and Analytical Methods in Geomechanics, 41: 1758-1778. (10.1002/nag.2699)
5. 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)
6. 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)
7. 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)
8. 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)
9. 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)
10. Wang R., Zhang G.*, Zhang J.M., 2010. Centrifuge Modelling of Clay Slope with Montmorillonite Weak Layer under Rainfall Conditions. Applied Clay Science. 50, 386-394. (10.1016/j.clay.2010.09.002)
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