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| Institute | Department of Civil Engineering, geotechnical engineering | | Research Area | • Evaluation of slope stability
• Deep foundation pit engineering
• Application of BIM in underground engineering
• Intelligent campus management based on BIM | | Contact Info. | raopingping@usst.edu.cn |
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| | Education | | Bachelor of Engineering | School of Civil Engineering, 2001-2005, Shijiazhuang Tiedao University. | | Master of Engineering | School of Civil and Architectural Engineering, 2005-2008, Guangxi University. | | Doctor of Philosophy | Department of Geotechnical Engineering, 2008-2011, Tongji University. |
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| | Honors and Distinctions | | Excellent Career Advisor | University of Shanghai for Science and Technology, 2015. | | First Prize for Course Teaching | University of Shanghai for Science and Technology, 2015. | | Civilization Creation Award | University of Shanghai for Science and Technology, 2013. |
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| | Professional Affiliations | | Shanghai Society of Theoretical and Applied Mechanics, Member of Youth Committee. | | BIM Technology Promotion Group of Yangpu District, Group Leader. |
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| | Journal Publications | | 1. Rao, P. P., Zhao, L. X., Liu, Y., and Li, L. Extended 3D stability analysis of a slope reinforced with piles using upper bound limit analysis method. Advanced engineering sciences, 50(6), 184-192, (2018). (in Chinese) | | 2. Rao, P. P., Zhao, L. X., Chen, Q. S., and Li, L. Limit analysis approach for accessing stability of three-dimensional (3-D) slopes reinforced with piles. Marine Georesources & Geotechnology, 35(7), 978-985, (2017). | | 3. Rao, P. P., Chen, Q. S., Li, L., and Nimbalker, S. S. Elastoplastic solution for spherical cavity expansion in modified cam-clay soil under drained condition. International Journal of Geomechanics, 17(8), 06017005, (2017). | | 4. Rao, P. P., Zhao, L. X., Li, L., and Liu, Ying. Three-dimensional transient stability of slopes during pile driving using upper bound limit analysis. Chinese Journal of Rock Mechanics and Engineering, 36(3), 697-704, (2017). (in Chinese) | | 5. Rao, P. P., Chen, Q. S., and Nimbalker, S. S. Laboratory study on impulse current characteristics of clay. Journal of Environmental Geotechnics, 4(3), 199-208, (2017). | | 6. Rao, P. P., Cui, J. F., and Zhao, L. X. Effect of pile driving adjacent to soil slopes on safety factor of specific sliding surface. Chinese Journal of Geotechnical Engineering, 38(9), 1720-1726, (2016). (in Chinese) | | 7. Rao, P. P., Cui, J. F., Zhao, L. X., and Liao, Z. J. Elastic solution to the squeezing displacement of spherical cavity expansion under non-axisymmetric displacement boundary. Rock and Soil Mechanics, 37(4), 992-997, (2016). (in Chinese) | | 8. Rao, P. P., Chen, Q. S., Cui, J. F., and et al. Determination of active earth pressure on rigid retaining wall considering arching effect in cohesive backfill soil. International Journal of Geomechanics, 16(3), 04015082, (2016). | | 9. Rao, P. P., Chen, Q. S., Nimbalker, S. S., and Liu, Y. Effect of water and salinity on soil behavior under lighting. Environmental Geotechnics, 5(1), 56-62, (2016). | | 10. Rao, P. P., Liu, Ying., and Cui, J. F. Bearing capacity of strip footings on two-layered clay under combined loading. Computers and Geotechnics, 35, 210-218, (2015). |
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