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Dr.LI Ze
Dr.LI Ze
Associate Professor
Email：lize999@qq.com; lize@kmust.edu.cn
Academic Qualifications
PhD, Geotechnical Engineering, Wuhan University, China, 2008
MSc, Hydraulic Structure Engineering, Wuhan University, China, 2005
BEng, Water Resources and Hydropower Engineering, Wuhan University, China, 2002
Working Experience
Associate Professor at Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, China, Oct. 2011.
Academic Visitor of University of Bradford, UK, 2016.
Post-doctoral Fellow, Mechanics, Kunming University of Science and Technology, China, 2009-2012.
Lecturer at Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, China, Nov. 2011.
Research Fields
Research on plastic limit analysis of soil slope using finite element method.
Research on plastic limit analysis of rock slope using block element method.
Plastic limit analysis method for stratified toppling failure rock slope using composite element method.
Research Fundings
Research on plastic limit analysis method for layered rock slope toppling failure, National Natural Science Foundation of China, No:**.
Research on plastic limit analysis method for massive rock-mass slope, National Natural Science Foundation of China, No:**.
Academic Achievements
Papers:
[1]. Ze Li, Jiukun Wei, Wei Chen, Jianbin Xie. Rock Wedge Stability Analysis Using Plastic Limit Analysis Method[J], Disaster Advances, 6(4):8-15, 2013.
[2]. Ze Li，Junxing Wang, Xiaoyan Zhang. Research on Upper Bound Method for Stability of Rock Slope Based on Rigid Blocks Assemblages[J], Chinese Journal of Rock Mechanics and Engineering, 2014, (S1):2844-2852.(in Chinese)
[3]. Ze Li, Zilin Liang, Lixiang Zhang. Research of Lower Bound Method for Wedge Slope Subjected to Pore Water Pressure and Earthquake Force[J]. Applied Mechanics & Materials, 2013, 444-445:951-955.
[4]. Ze Li, Xiaoyan Zhang, Junxing Wang. Lower bound method for stability of rock slopes based on rigid block assemblages [J]. Chinese Journal of Geotechnical Engineering, 2012, (08):1534-1540. (in Chinese)
[5]. Ze Li, Lixiang Zhang. Research on numerical method of flow-induced vibration on spiral casing structure of large-scale hydropower station[J]. Procedia Engineering, 2012, 31:688-695.
[6]. Ze Li, Lixiang Zhang. Seismic Damage Analysis of RCC Gravity Dams Using 3D Nonlinear FEM[M]// Applied Mechanics and Materials. Trans Tech Publications, 2011:397-402.
[7]. Ze Li, Ji Yao. Three-dimensional Stress-strain Analysis of Surge Chamber Structure by FLAC3D[J]. Journal of Yunnan Agricultural University (Natural Science), 2011, 26(1):92-96. (in Chinese)
[8]. Ze Li, Chengfu Bai, Wei Zhang. Optimum Test on Bucket Dissipation of Bashan Hydropower Station's Overflow Spillway [J]. Journal of Yunnan Agricultural University (Natural Science), 2010, 25(5):706-711. (in Chinese)
[9]. Ze Li, Ji Yao. Dynamic Finite Element Analysis of Gravity Dams by Using Response Spectrum Method [J]. China Rural Water and Hydropower, 2010, (06):124-126. (in Chinese)
[10]. Ze Li, Junxing Wang. Lower Bound Limit Study on Plastic Limit Analysis of Rock Slope Using Finite Elements Based on Nonlinear Programming [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(4):747-753. (in Chinese)
[11]. Ze Li, Junxing Wang, Hanhui Wang. Plastic limit analysis on stability of jointed rock slopes using finite elements[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10):1517-1521. (in Chinese)
Patent:
[1]. Ze Li, Jiukun Wei, Liang Wu. Slices Method for Slope Stability Analysis Base on Global Optimization[P]. China, ZL7.3, 2015-08-12.
[2]. Ze Li, Lixiang, Zhang, Yun Zeng. Calculation Method of Optimal Anchoring Angle for Wedge Rock Slope[P]. China, ZL7.8, 2016-06-03.
[3]. Ze Li, Ji Yao, Liang Wu. Calculation Method for Critical Slip Surface of Double Oblique Sliding Failure of Gravity Dam Base[P]. China, ZL2.6, 2015-09-09.