Dr.SHEN Lin-fang
Dr.SHEN Lin-fang
AssociateProfessor
Email：@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.: **
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.