Yuanjun JIANG


Professional Title



No. 9, Block 4, Renminnanlu Road, Chengdu, 610041, People’s Republic of China 



Professional Expertise

Geotechnical Engineering


2001.09--2005.07  Southwest Jiaotong University          Bachelor 

2005.09--2008.07  Southwest Jiaotong University          Master

2008.09--2011.09  The University of Tokyo                   Ph.D.

Employment Record (including international working experience )

2011.10--2011.12  The University of Tokyo, Research Assistant

2011.12--2014.06  Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Research Assistant

2014.07--2015.07  Joseph Fourier University, Postdoc

2015.07--2016.06  National Research Institute of Science and Technology for Environment and Agriculture, Postdoc

2016.07--2019.03  Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Associate Researcher

2019.04--now        Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Researcher

Running Projects



Academic Society Activities









[1] Jiang YJ , Towhata I . Experimental Study of Dry Granular Flow and Impact Behavior Against a Rigid Retaining Wall[J]. Rock Mechanics and Rock Engineering, 2013, 46(4):713-729.

[2] Jiang YJ , Zhao Y , Towhata I , Liu DX. Influence of particle characteristics on impact event of dry granular flow[J]. Powder Technology, 2015, 270:53-67.

[3] Jiang YJ , Zhao Y. Experimental investigation of dry granular flow impact via both normal and tangential force measurements[J]. Géotechnique Letters, 2015, 5:33-38.

[4] Jiang YJ, Fan XY, Li TH, Xiao SY. Influence of particle-size segregation on the impact of dry granular flow. Powder Technology, 2018, 340:39-51.

[5] Jiang YJ, Wang ZZ, Song Y, Xiao SY. Cushion Layer Effect on the Impact of a Dry Granular Flow Against a Curved Rock Shed. Rock Mechanics and Rock Engineering, 2018, 51(7):2191-2205.

[6] Wang ZZ, Jiang YJ*, Zhu CA, T.C. Sun. Shaking table tests of tunnel linings in progressive states of damage[J]. Tunnelling and Underground Space Technology, 2015, 50:109-117.

[7] Pan QJ, Jiang YJ*, Dias D. Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion [J]. Journal of Computing in Civil Engineering, 2017, 31(5):1-13.

[8] Huang D, Jiang YJ*, Qiao JP, Wang M. Hazard assessment comparison of Tazhiping landslide before and after treatment using the finite-volume method[J]. Natural Hazards and Earth System Sciences 2017, 17(9):1611-1621.

[9] Li ML, Jiang YJ*, Yang T, Huang QB, Qiao JP. Early warning model for slope debris flow initiation[J]. Journal of Mountain Science, 2018, 15(6):1342-1353.

[10] Li ZH, Jiang YJ*, Qian Lv, L. R. Sousa, He. Manchao. Consistent modeling of a catastrophic flowslide at the Shen zhen landfill using a hydro-elasto-plastic model with solid–fluid transition[J]. Acta Geotechnica, 2018, 3:1-16.

[11] Pan H L, Jiang YJ*, Wang J, Ou GQ. Rainfall threshold calculation for debris flow early warning in areas with scarcity of data[J]. Natural Hazards and Earth System Sciences 2018, 18(5):1395-1409.

[12] Li ZH, Jiang YJ*, Tao ZG, He. Manchao. Monitoring prediction of a rockslide in an open-pit mine and numerical analysis using a material instability criterion[J]. Bulletin of Engineering Geology and the Environment, 2019, 78:2041–2053.

[13] Xiao SY, Su LJ, Jiang YJ*, Liu ZX. Numerical analysis of hard rock blasting unloading effects in high in situ stress fields[J]. Bulletin of Engineering Geology and the Environment, 2019, 78:867–875.

[14] Li ZH, Tao ZG, Jiang YJ*, Qian LvFelix DarveManchao He. Real-time monitoring and FEMLIP simulation of a rainfall-induced rockslide[J]. Natural Hazards and Earth System Sciences, 2019, 19(1): 153-168.