Dr.WANG Zhi-liang
Dr.WANG Zhi-liang
Associate professor
Email：254152544@qq.com
Academic Qualifications
2007.03-2010.06, PhD,Tongji University College of Civil Engineering Department of Geotechnical Engineering
2004.09-2006.07, MEng,Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Engineering Mechanics
2000.09-2004.07, BEng,Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Civil Engineering
Working Experience
2010.07-2011.08, Beijing Urban Construction Exploration and Surveying Design Research Institute Co. Ltd
2011.10 To date, Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Civil Engineering
Research Fields
1. Tunnel and underground engineering
2. Application of numerical method in geotechnical engineering
Research Fundings
1.Research on mechanism of ice lens growth under coupled moisture - heat – stress effect in peaty soil during the freezing process，National Natural Science Foundation of China, Grant no.: 51668028
2.Research on mechanism oflong-term settlement induced by shield tunnelling in Dianchi peat soil，National Natural Science Foundation of China, Grant no.: 51408284
Academic Achievements
Papers:
[1] WANG Zhi-liang, SHEN Lin-fang, LI Shao-jun, et al. Seepage characteristics of a single fracture based on lattice Boltzmann method [J]. Rock and Soil Mechanics, 2017, 38(4): 1203-1210.
[2] WANG Zhi-liang, SHEN Lin-fang, WU Zeng. Influence of local water leakage of shield tunnels on the pore water pressure of soil masses [J]. Modern tunnelling technology, 2017, 54(1): 89-95.
[3] XU Zong-heng, XU Ze-min, WANG Zhi-liang. Application of lattice Boltzmann method in macropore flows in unsaturated zone soil of slopes [J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 178-184.
[4] WANG Zhi-liang, QU Jia-an, ZHOU Xiao, et al. Research on reconstruction for mesoscopic pore structure of soil based on simulated annealing algorithm [J]. Journal of Kunming University of Science and Technology (Natural Science Edition), 2016, 41(6): 1262-1268.
[5] WANG Zhi-liang, SHEN Lin-fang, XU Ze-min, et al. Influence of roughness of rock fracture on seepage characteristics [J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1262-1268.
[6] SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for seepage field of soils based on mesoscopic structure reconfiguration technology [J]. Rock and Soil Mechanics, 2015, 36(11): 3307-3314.
[7] SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale [J]. Rock and Soil Mechanics, 2015, 36(S2): 689-694.
[8] SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Research on dissipation of excess pore water pressure caused by shield tunnelling [J]. Journal of the China Railway Society, 2015, 36(S2): 689-694.
[9] WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin. Three-dimensional upper bound solution of limit support pressure during shield tunnelling [J]. Journal of Disaster Prevention and Mitigation Engineering, 2015, 35(3):348-353.
[10] SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Three-dimensional analytical solution for passive limit support pressure during shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(6):35-40.
[11] WANG Zhi-liang, SHEN Lin-fang, WEI Gang. Analysis of excessive pore water pressure of soil induced by shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(4): 67-72.
[12] WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin. On temperature field variation of the surrounding soil mass caused by artificial single pipeline freezing [J]. Modern Tunnelling Technology, 2014, 51(1): 86-90.
[13] LIU Ming, WANG Zhi-liang. Impact of shield tunnel construction disturbance on elastic settlement of tunnel structure [J]. Journal of the China Railway Society, 2014, 36(1): 107-112.
[14] WANG Zhi-liang, LIU Ming, XIE Jian-bin, et al. Research on consolidation settlement of ground surface caused by shield tunnelling [J]. Rock and Soil Mechanics, 2013, 34(S1): 127-133.
[15] WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin, et al. Analysis on excess pore water pressure induced by shield tunnelling in front of excavation face [J]. Journal of the China Railway Society, 2013, 35(5): 90-96.
[16] WANG Zhi-liang, LIU Guo-bin, SHEN Lin-fang. Research on convergence deformation of shield tunnel with elastic limit theory [J]. Journal of the China Railway Society, 2012, 34(2): 100-103.
[17] SHEN Lin-fang, WANG Zhi-liang, XIE Jian-bin. Response analysis of soil deformation induced by shallow tunnel excavation based on boundary collocation method [J]. Rock and Soil Mechanics, 2012, 33(S2): 297-301.
[18] WANG Zhi-liang, XIE Jian-bin, SHEN Lin-fang, et al. Analysis of longitudinal deformation for shield tunnel based on segment dislocation mode[J], Disaster Advance,2012,5(4):1371-1376.
