Tutor Resume
Name
Ze LI
Gender
Male

Degree
Ph.D.
Position
Professor;
Tutor of Doctor Postgraduate

Email
lize999@qq.com; lize@kust.edu.cn

Research Field
Rock Mechanics and Soil Mechanics
Geotechnical Engineering
Slope Engineering
Hydraulic Structure Engineering

Learning Experience
Ph.D., Geotechnical Engineering, Wuhan University, China, 2008.
M.S., Hydraulic Structure Engineering, Wuhan University, China, 2005.
B.E., Water Resources and Hydropower Engineering, Wuhan University, China, 2002.

Work Experience
Professor at Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, China, Oct. 2019.
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.

Preside Items
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 papers
[1]Ze Li, Zheng Hu, Xiaoyan Zhang, Shigui Du, Yakun Guo. Junxing Wang, Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes[J], Computers and Geotechnics, 2019, 110(06): 132-147
[2]Li Ze, Zhou Yu, Guo Yakun, Upper Bound Analysis for Stone Retaining Wall Slope Based on Mixed Numerical Discretization[J], International Journal of Geomechanics, 2018, 10(18): **.
[3]Li Ze, Hu Zheng, Liu Wenlian, Hu Gaojian, Du Shigui, Zhou Yu. Plastic limit analysis of open-pit mine jointed rock slope considering translation-rotation mechanisms[J], Chinese Journal of Rock Mechanics and Engineering, 2018, 37(S2): 4057 ~ 4068.
[4]Li Ze, Liu Yi, Zhou Yu. Lower bound analysis of ultimate bearing capacity of stone masonry retaining wall slope using mixed numerical discretization [J]. Rock and Soil Mechanics, 2018, 3 (39): 1100-1108.
[5]Zhang Xiaoyan, Zhang Lixiang, LI Ze. Reliability analysis of soil slope based on upper bound method of limit analysis [J]. Rock and Soil Mechanics, 2018, 5 (39): 1840-1850.
[6]Li Ze, Hu Zheng, Peng Pu, Liu Yi. Research on upper bound method of plastic limit analysis for excavation stability [J].Journal of Water Resources ＆ Water Engineering, 2019,30(03):230-236.
[7]Li Ze，Liu Yi，Hu Zheng，Zhou Yu. Research on optimizational algorithm for deep anti sliding stability of gravity dam based on nonlinear programming[J]. Journal of Water Resources & Water Engineering, 018, 9(01):215-219.
[8]Li Ze, Wang Junxing, Zhang Xiaoyan. Research on upper bound method for stability of rock slope based on rigid blocks assemblages. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S1):2844-2852.
[9]Ze Li, Xiaoyan Zhang, Lixiang Zhang. Research on vibration and damage mechanisms of spiral casing structure on large-scale hydraulic turbine　based on fsi method[J]. Chinese Journal o Solid Mechanics, 2014, 35(s1):18-26.
[10]Li Ze, Zhang Xiao-yan, Wang Jun-xing. Lower bound method for stability of rock slopes based on rigid block assemblages. Chinese Journal of Geotechnical Engineering, 2012, 31(12):1534-1540.
[11] Ze Li, Jiukun Wei, Xiaoyan Zhang, Wei Chen, Jianbin Xie. Rock Wedge Stability Analysis Using Plastic Limit Analysis Method [J]. Disaster Advances Vol. 6(S4), 2013,10: 8-15.
[12]Ze Li, Xiaoyan hang, Lixiang zhang. Research on vibration and damage mechanisms of spiral casing structure on large-scale hydraulic turbine based on FSI method [J]. Chinese journal of solid mechanics. Chinese Journal of Solid Mechanics, 2014, 35(S1):18-26.
[13] 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
[14]Li Ze, Yao Ji. Three-dimensional Stress-strain Analysis of Surge Chamber Structure by FLAC-3D [J]. Journal of Yunnan Agricultural University, 2011, 26(01):92-96.
[15]Li Ze, Yao Ji. Dynamic finite element analysis of gravity dams by using response spectrum method [J]. China Rural Water and Hydropower, 2010(06):124-126.
[16]Li Ze, Bai Chengfu, Zhang Wei. Optimum test on bucket dissipation of Bashan hydropower station’s overflow spillway [J]. Journal of Yunnan Agricultural University, 2010, 25(05):706-711.
[17]Li Ze, Wang Junxing. Research on upper bound method of plastic limit analysis using finite elements based on nonlinear programming for rock slope[c].// Innovation and Practice of Rock Mechanics and Engineering: Proceedings of the 11th National Conference on Rock Mechanics and Engineering. 2010:747-753.
[18]Chen Wei，Li Ze，Wang Junxing，Luo Beier. Three-dimensional block elements plastic lower bound limit analysis method for slope stability [J]. Rock and Soil Mechanics, 2010, 31(11):3645-3650.
[19]Zhao Zaodong, Li Ze, Chen Wei. Lower bound limit analysis of finite element plastic limit method for earth-dam stability [J]. Water Power, 2010, 36(08): 35-37+93.
[20] Li Ze，Wang Junxing. 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(04):747-753.
[21]LI Ze，Wang Jun-xing，WANG Han-hui. Plastic limit analysis on stability of jointed rock slopes using finite elements [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10):1517-1521.
[22]Wang Jun-xing, Li Ze. Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming [J]. Rock and Soil Mechanics, 2008, 29(06):1471-1476.
[23]Wang Jun-xing, Li Ze. Upper bound analysis of stability of soil slope subjected to pore water pressure using finite elements [J].Rock and Soil Mechanics, 2007, 28(02):213-218.
[24]Wang Jun-xing, Li Ze, Chen Wei. Lower bound analysis of soil slope stability using finite elements subjected to pore water pressure [J]. Rock and Soil Mechanics, 2005, 26(8):1258-1262.
[25]LI Ze, Wang Junxing, Zhang Xiaoyan. Load distribution method of arches and Cantilevers considering different elastic moduli of arch dams [J]. Engineering Journal of Wuhan University. 2008, 41(s): 90-94.
[26]Wang Junxing, Li Yongming, Li Ze. Plastic limit analysis method for gravity dam [J]. SHUILI XUEBAO, 2004, 35(08):81-84.

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.
[4].Ze Li, Hu Zheng, Xue Long, Zhou Yu, Wei Junkun, Upper Bound Method of Ultimate Bearing Capacity of Stone Masonry Retaining Wall [P], China, ZL 5.2, 2018-11-09.
[5] Ze Li, Hu Zheng , Xue Long, Zhou Yu, Wei Junkun, Du Shigui, Liu Wenlian, Hu Gaojian, Lower Bound Method of Plastic Limit Analysis for Ultimate Bearing Capacity of Rock Slope which Contains Rock Bridge [P], China, ZL 1.0, 2019-1-04.
[6] Ze Li, Peng Pu, Zhou Yu, Xue Long, Calculation method of passive lateral rock pressure of extroversive jointed rock with bedding joint surface [P], China, ZL7.3, 2016-9-27.
[7] Ze Li, Xue Long, Zhou Yu, Wei Junkun, Upper Bound Method of Plastic Limit Analysis of non-persistent jointed rock mass using mixed numerical discrete methods [P], China, ZL6.6, 2019-09-27.