Personal profile
Work experience
| From July 2013 to now School of Energy and Power Engineering, Xihua University |
Education experience
| Graduated in Wuhan university in 2008 Enrolled in State Key Laboratory of Hydraulics and Mountain River Engineering of Sichuan University in 2008 as the master candidate in the major of hydraulics and river dynamics. Directly admitted to study for the doctorate degree in 2010 in the same university and received the Ph.D. in 2013. |
Research Direction
Hydraulics and River Dynamics Mountain River Progress |
Academic Achievements
Papers： Jing Zhang, Zhixue Guo, Shuyou Cao and Vijay P. Singh. Scale Model for the Confluent Area of Debris Flow and Main River, A Case Study of Wenjia Gully. Natural Hazards and Earth System Sciences [J]. 2013, 13(12):3083-3093. J. Zhang, Z. X. Guo, D. Wang, and H. Qian. The Quantitative Estimation of the Vulnerability of Brick and Concrete Wall Impacted by Experimental Boulder [J]. Natural Hazards and Earth System Sciences, 2016, 16:299–309. ZHANG Jing, CAO Shu-you, YANG Feng-guang, LUO Li-huan, HUANG Er. Experimental Study on Outlet and Scour of Blocked Dam[J]. Journal of Sichuan University (Engineering Science Edition), 2010, 42(5):191-196. ZHANG Jing, Huang Er. Example safety analysis of dammed lakes in Wenchuan earthquake[J]. Journal of Sichuan University ( Engineering Science Edition), 2010, 42(Supply): 107-112. Zhang Jing, Cao Shuyou, Yang Fengguang. Experimental Study on Unsteady Flow and Sediment Transport of Earthquake Dam-break [C]. The 34th IAHR Conference, Australia,2011, 499-503. ZHANG Jing, CAO Shu-you, YANG Feng-guang. Experiment Study on the Sediment Transport Rate by Partly Dam Break of Blocked Dam [J]. Sediment Research, 2011, (6): 32-36. Jing ZHANG, Zhi-xue GUO, Shu-you CAO and Feng-guang YANG. Experimental Study on Scour and Erosion of Blocked Dam [J]. Water Science and Engineering, 2012, 5(2): 219-229. Books： Guo Zhi-xue, Zhang Jing, Chen Ri-dong. The simulation and risk evaluation of debris flow [M].China Water & Power Press, 2014.06. |