PH.D. 12/2000，     Chongqing University

M.S.  7/1995,       Kunming University of Science and Technology

B.S.  7/2001,        Jiangxi University of Science and Technology

Professor,           Chongqing University (Sep 2006-)

Associate Professor，  Chongqing University (Mar.2003-Sep 2006)

Post-doctor,          Chongqing University (Mar. 2001- Mar.2003)

Lecture,             Yunnan Agricultural University(Sep.1992-Jul.1995)

Rock Fracture Mechanics;The damage localization mechanism of rock masses

Computational Mechanics; General Particle Dynamics, Peridynamics, XFEM; Multi-scale modeling and simulation

Slope Engineering; The displacement-based rigorous limit equilibrium method.

Deep Rock Mechanics; Rockburst

The National Science Fund for Distinguished Young Scholars (No.51325903): The constitutive relation of geomaterials and numerical simulation.( Jan 2014-Dec 2017)

The National Basic Research Program of China (No. 2014CB046903): The mechanism of rock fragmentation by TBM disc cutters and the evaluation method of boreability in deep composite strata (Jan 2014-Dec 2018)

National Natural Science Foundation of China(No.51279218):The mechanism and the quantitative prediction model of rockburst(Jan 2013-Dec 2016)

Zhou X.P., Bi J., Qian Q.H., Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws. Rock Mechanics and Rock Engineering ,2015,48(3):1097-1111

Zhou X.P., Zhao Y., Qian Q.H., A novel meshless numerical method for modeling progressive failure processes of slopes. Engineering Geology, 2015, 192: 139-153.

Zhou X.P., Cheng H., The long-term stability analysis of 3D creeping slopes using the displacement-based rigorous limit equilibrium method ，Engineering Geology, 2015, 195: 292–300.

Zhou X.P., Gu X.B.，Numerical simulations of propagation, bifurcation and coalescence of cracks in rocks ，International Journal of Rock Mechanics & Mining Sciences,2015, 80(2): 241-254.

Zhou X.P., Cheng H., Stability analysis of three-dimensional seismic landslides using the rigorous limit equilibrium method. Engineering Geology. 2014, 174:87-102.

Zhou X.P., Cheng H., Feng Y.F., An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression. Rock Mechanics and Rock Engineering. 2014, 47(6): 1961-1986.

Zhou X.P, Shou Y.D., Qian Q.H., Yu M.H., Three-dimensional nonlinear strength criterion for rock-like materials based on the micromechanical method，International Journal of Rock Mechanics and Mining Sciences, 2014, 72: 54-60.

Zhou X.P., Yang HQ. Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses. International Journal of Rock Mechanics and Mining Sciences,2012,55:15-27

Zhou X.P. , Bi J., A 3D numerical study on growth and coalescence of pre-existing flaws in rock-like materials subjected to uniaxial compression. ASCE，International Journal of Geomechanics. 2015,136-146

Zhou X.P , Shou Y.D., Excavation-induced zonal disintegration of the surrounding rock around a deep circular tunnel considering unloading effect. International Journal of Rock Mechanics and Mining Sciences, 2013, 64: 246-257.

Zhou X.P., Qian Q.H., Cheng H., Zhang H.P., Stability analysis of two-dimensional landslides subjected to seismic loads. Acta Mechanica Solida Sinica, 2015, 28(3): 262-276.

Zhou XP, Song HF, Qian QH.Zonal disintegration of deep crack-weakened rock masses: A non-Euclidean model. Theoretical and Applied Fracture Mechanics, 2011,55(3):227-236

Zhou XP, Qian QH,Yang HQ.Rock burst of deep circular tunnels surrounded by weakened rock mass with cracks. Theoretical and Applied Fracture Mechanics, 2011,56(2):79-88

Zhou XP,Qian QH, Zonal disintegration mechanism of the microcrack-weakened surrounding rock mass in deep circular tunnels. Journal of Mining Science, 2013,49(2):210-219

Zhou X.P., Xia E.M., Yang H.Q., Qian Q.H. ，Different crack sizes analyzed for surrounding rock massaround underground caverns in Jinping I hydropower station, Theoretical and Applied Fracture Mechanics,2012,57(1): 19-30

Changjiang Distinguished Professor, 2012

National Science Foundation for Distinguished Young Scholars,2013.