Dr.SHEN Lin-fang
Dr.SHEN Lin-fang
AssociateProfessor
Email：2249077388@qq.com
Academic Qualifications
2007.09-2010.06, PhD,Institute of Rock and Soil Mechanics Chinese Academy of Sciences
2004.09-2007.07, MEng,Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Civil Engineering
2000.09-2004.07, BEng,Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Civil Engineering
Working Experience
2010.07-2012.07,Peking University College of Engineering Post-doctoral research
2011.10 To date, Kunming University of Science and Technology Faculty of Civil Engineering and Mechanics Department of Civil Engineering
Research Field
Multi-field coupling theory and its application in geotechnical engineering
Research Fundings
1. Research on mass dissolution-precipitation-migration mechanism in structural plane of rock slope under stress-seepage coupled effect, National Natural Science Foundation of China, Grant no.: 51508253
2. Research on the mechanism of mass migration in structural plane of rock slope under high ground stress and cyclic variation of water level, Yunnan Applied Basic Research Project, Grant no.: 2016FB077
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] CUI Guan-zhe, SHEN Lin-fang, WANG Zhi-liang, et al. Numerical simulation of mesoscopic seepage field of soil CT scanned slice based on lattice Boltzmann method [J]. Rock and Soil Mechanics, 2016, 37(5): 1497-1502.
[3] WANG Zhi-bing, SHEN Lin-fang, XU Ze-min. Hydrochemical charcateristics and their implication for the water-rock/soil interaction in the Touzhai landslide [J]. Hydrogeology & Engineering Geology, 2016, 43(1): 1203-1210.
[4] 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.
[5] 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.
[6] 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, 37(6):112-118.
[7] ZHOU Xiao, SHEN Lin-fang, RUAN Yong-fen, et al. Reconstructed soil meso-numerical seepage simulation based on quartet structure generation set [J]. Journal of Drainage and Irrigation machinery Engineering, 2015, 33(4):316-321.
[8] SHEN Lin-fang, WANG Zhi-liang, CHANG Hai-bin, et al. Probabilistic collocation method for geotechnical stochastic field and response analysis [J]. Chinese Journal of Computational Mechanics, 2015, 32(1):64-69.
[9] SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Mesoscopic seepage field of saturated soil with lattice Boltzmann method [J]. Journal of Drainage and Irrigation machinery Engineering, 2014, 32(10):883-887.
[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] 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.
[14] 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.
[15] SHEN Lin-fang.Probabilistic collocation method for yield approach index of heterogeneous slope, Procedia Engineering, 2012, 31: 1019-1023.
[16] SHEN Lin-fang, Feng Xia-ting, PAN Peng-zhi et al.Experimental study on relationship between hydraulic aperture and rock-water dissolution of granite. 46th US Rock Mechanics / Geomechanics Symposium,2012: 916-920.
[17] SHEN Lin-fang, FENG Xia-ting, PAN Peng-zhi, et al. Chemical kinecics dissolution mechanism of rock under stress [J]. Rock and Soil Mechanics, 2011, 32(5): 1320-1326.
[18] SHEN Lin-fang, FENG Xia-ting, PAN Peng-zhi, et al. Experimental research on mechano-hydro-chemical coupling of granite with single fracture [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(7): 1379-1388.
