方勇

教授

博士生导师 硕士生导师

学历:博士研究生毕业

学位:工学博士学位

办公地点:九里校区隧道研发楼502

主要任职:地下工程系主任

其他任职:交通隧道工程教育部重点实验室副主任

毕业院校:西南交通大学

所在单位:土木工程学院

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论著发表

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代表性英文文章:

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…., Fang, Y., 2023, Combined prediction of rockburst based on multiple factors and stacking ensemble algorithm, Underground Space, DOI: 10.1016/j.undsp.2023.05.003

…., Fang, Y*., 2023, A study on soil conditioning for cohesive soils with high content of clay minerals: Microscopic simulation and laboratory experiment, Tunnelling and Underground Space Technology, DOI: 10.1016/j.tust.2023.105334

…., Fang, Y*., 2023, Experimental Investigation of the Effects of Aperture Ratio, Chamber Pressure and Soil Conditioning on the Clogging Behavior of EPB Shields, KSCE Journal of Civil Engineering, DOI: 10.1007/s12205-023-1608-5

…., Fang, Y*., 2023, Combined conditioning of dispersant and foam agent for the soil with different clay minerals: an experimental study, Bulletin of Engineering Geology and the Environment, DOI:10.1007/s10064-023-03275-4

…., Fang, Y*., 2023, Effects of fiber and rubber materials on the dynamic mechanical behaviors and damage evolution of shotcrete under cyclic impact load, Journal of Building Engineering, DOI: 10.1016/j.jobe.2023.106763

…., Fang, Y*., 2023, Investigations of filter-clog mechanism and prediction model of slurry penetration during slurry pressure transfer, Acta Geotechnica, DOI: 10.1007/s11440-023-01880-x

…., Fang, Y*., 2023, Effect of Soil-Cutterhead Interface Temperature on the Consolidation and Hardening of Mud Cake Under Multi-factor Conditions, Arabian Journal for Science and Engineering, DOI: 10.1007/s13369-023-07634-x

…., Fang, Y*., 2023, The Mechanism of Stick-Slip as a Rockburst Source in Jointed Rockmass: An Experimental Study, Rock Mechanics and Rock Engineering, DOI: 10.1007/s00603-023-03220-7

Fang, Y.,…., 2022, New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests, Acta Geotechnica, DOI:  10.1007/s11440-022-01760-w

Fang, Y.,…., 2022, Study on disintegrating characteristics and mechanism of cutterhead mud-caking in cohesive strata, Bulletin of Engineering Geology and the Environment, DOI: 10.1007/s10064-022-03018-x

…., Fang, Y*., 2022, Experimental assessment of Soil/metal interface adhesion behaviours of EPB shield Machines, Tunnelling and Underground Space Technology, DOI: 10.1016/j.tust.2022.104835

…., Fang, Y*., 2022, Dynamic failure mechanism of tunnel under rapid unloading in jointed rockmass: A case study Engineering Failure Analysis, DOI: 10.1016/j.engfailanal.2022.106634

…., Fang, Y*., 2022, Numerical study on clogging mechanism of slurry infiltration in porous media based on coupled CFD-DEM method, Tunnelling and Underground Space Technology, DOI: 10.1016/j.tust.2022.104622

Fang, Y.,…., 2022, Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study, Canada Geotechnical Journal, Doi: 10.1139/cgj-2020-0620

…., Fang, Y*., 2022,Analysis of Mechanical Behavior of Lining Structure of High-Filled Cut-and-Cover Tunnel Based on DEM, Arabian Journal for Science and Engineering, DOI: 10.1007/s13369-022-06593-z

…., Fang, Y*., 2022, Experimental study and field validation on soil clogging of EPB shields in completely decomposed granite, Tunnelling and Underground Space Technology, DOI: 10.1016/j.tust.2021.104300

 ......,Fang, Y.*, 2022, Experimental and numerical study on the smoke and velocity distribution in an extra-long railway tunnel fire, Tunnelling and Underground Space Technology, doi: 10.1016/j.tust.2021.104134

......,Fang, Y.*, 2021, Experimental study on degree of match between slurry and ground based on particle retention rate,  Tunnelling and Underground Space Technology, doi: 10.1016/j.tust.2021.104105

......,Fang, Y.*, 2021, Face failure in cobble-rich soil:numerical and experimental approaches on 1g EPB reduced scale model, Soil and Foundations, doi:10.1016/j.sandf.2021.08.008

......,Fang, Y.*, 2021, Response of sandy soil to the volume losses at the tunnel face level, Soil and Foundations, doi:10.1016/j.sandf.2021.08.005

......,Fang, Y.*, 2021, Time series prediciton of microseismic multi-parameter related to rockburst based on deep learning, Rock Mechanics and Rock Engineering, doi:10.1007/s00603-021-02614-9

......,Fang, Y.*, 2021, Study on the maximum temperature and temperature decay in single-side centralized smoke exhaust tunnel fires, International Journal of Thermal Sciences, doi:10.1016/j.ijthermalsci.2021.107277

......,Fang, Y.*, 2021, Numerical and experimental analyses for rubber-sand particle mixtures applied in high-fiilled cut-and-cover tunnels, Construction and Building Materials, doi:10.1016/j.conbuildmat.2021.124874

......,Fang, Y.*, 2021, Transportation Performance of Large-Sized Pebbles in Slurry Circulation System: A Laboratory Study, Arabian Journal for Science and Engineering, doi:10.1007/s13369-021-05394-0

......,Fang, Y.*, 2021, Face stability conditions in granular soils during the advancing and stopping of earth-pressure-balanced-shield machine, Tunnelling and Underground Space Technology, doi: 10.1016/j.tust.2020.103755

Fang, Y.*, ....., 2021, The performance of TBM disc cutter in soft strata: A numerical simulation using the three-dimensional RBD-DEM coupled method, Engineering Failure Analysis, doi:10.1016/j.engfailanal.2020.104996

......,Fang, Y.*, 2020, Experimental study on temperature distribution and smoke control in emergency rescue stations of a slope railway tunnel with semi-transverse ventilation, Tunnelling and Underground Space Technology, doi:10.1016/j.tust.2020.103616

....., Fang, Y.*, 2020, Field test and numerical simulation study on energy loss coefficient of vehicle cross-passage area in twin-tunnels, Tunnelling and Underground Space Technology, doi: 10.1016/j.tust.2020.103572

....., Fang, Y.*, 2020, Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil, Journal of Geotechnical and Geoenvironmental Engineering, doi:10.1061/(ASCE)GT.1943-5606.0002355

…., Fang, Y.*, 2020, A DEM-based study of the disturbance in dry sandy ground caused by EPB shield tunneling, Tunnelling and Underground Space Technology, doi: 10.1016/j.tust.2020.103410

…., Fang, Y.*, 2020, Analysis of Cracking Development and Mechanical Characteristics of High-Filled Cut-and-Cover Tunnel, KSCE Journal of Civil Engineering, doi: 10.1007/s12205-020-0247-3

…., Fang, Y.*, 2020, Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials, Journal of Rock Mechanics and Geotechnical Engineering, doi: 10.1016/j.jrmge.2019.07.015

…., Fang, Y.*, 2020, Temperature reduction for extra-long railway tunnel with high geotemperature by longitudinal ventilation, Tunnelling and Underground Space Technology, doi: 10.1016./j.tust.2020.103381

...., Fang, Y.*, 2020, Scaled model tests on segmental linings of shield tunnels under earth and water pressure. International Journal of Physical Modelling in Geotechnics, doi:10.1680/jphmg.18.00076

Fang, Y.,…., 2020, Evaluating the impact of blast-induced damage on the rock load supported by liner in construction of a deep shaft: A case study of ventilation shaft in Micangshan road tunnel project. Advances in Civil Engineering. Doi:10.1155/2020/9068345

…., Fang, Y.*, 2020, Performance of Slurry Shield Tunnelling in Mixed Strata Based on Field Measurement and Numerical Simulation. Advances in Materials Science and Engineering, doi: 10.1155/2020/6785260

…., Fang, Y.*, 2019. Noncoaxial Theory of Plasticity Incorporating Initial Soil Anisotropy, International Journal of Geomechanics, doi: 10.1061/(ASCE)GM.1943-5622.0001513

…., Fang, Y.*, 2019. Stress Responses Associated with Earth Pressure Balance Shield Tunneling in Dry Granular Ground Using the Discrete-Element Method, International Journal of Geomechanics, doi: 10.1061/(ASCE)GM.1943-5622.0001434

…., Fang, Y.*, 2019. Performance of slurry TBM tunnelling in sandy cobble ground - A case study in Lanzhou.  KSCE Journal of Civil Engineering,23(7):3207-3217. (SCI)

Fang, Y.,…..,2019.Model test on longitudinal surface settlement casused by shield tunneling in sandy soil. Sustainabel Cities and Society.(SCI)

…., Fang Y.*,2019, Fire Model Test on Temperature Field in the Rescue Station of an Extralong Railway Tunnel, Advanced in Civil Engineering. Doi: 10.1155/2019/1732572

…., Fang Y.*,2019, Rockburst Prediction Model Based on Entropy Weight Integrated with Grey Relational BP Neural Network, Advanced in Civil Engineering. Doi:  10.1155/2019/3453614

Fang, Y.,….., 2019. Field tests on the attenuation characteristics of the blast air waves in a long road tunnel- a case study. Shock and Vibration, doi: 10.1155/2019/9693524

….,Fang, Y.*, 2019. Experimental methods to assess the effectiveness of soil conditioning with foam in full weathered granite. Advances in Materials Science and Engineering, doi: 10.1155/2019/9046704

Fang, Y.*,…., 2019. Air flow and gas dispersion in the forces ventilation of a road tunnel during construction. Underground Space, 4(2),168-179.(SCI)

Fang, Y.*,…. ,2018. Liner Behavior of a Tunnel Constructed Below a Caved Zone. KSCE Journal of Civil Engineering,doi:10.1007/s12205-018-1162-8.(SCI

Fang, Y.*,….,2017. Surface Settlement Prediction for EPB Shield Tunneling in Sandy Ground. KSCE Journal of Civil Engineering,doi: 10.1007/s12205-017-0989-8.(SCI

Fang, Y.*,…., 2016. Air flow behavior and gas dispersion in the recirculation venlilation system of a twin-tunnel construction. Tunnelling and Underground Space Technology, 58, 30-39. SCI)

Fang, Y.*,….., 2016. Scale model test of highway tunnel construction underlying mined-out thin coal seam. Tunnelling and Underground Space Technology, 56, 105-116. SCI)

Fang, Y.*,….., 2016. The effect of external water pressure on the liner behavior of large cross-section tunnels. Tunnelling and Underground Space Technology, 60, 80-95. SCI)

Fang, Y.*, …., 2015. Prediction of surface settlement process based on model shield tunnel driving test. Arabian Journal of Geosciences,8,7787-7796. (SCI)




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代表性中文文章:


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方勇,王凯,陶力铭,刘鹏程,邓如勇.黏性地层面板式土压平衡盾构刀盘泥饼堵塞试验研究[J].岩土工程学报,2020,42(9):1651-1658

方勇*,姚志刚,邓如勇,刘书斌. 临近溶腔内压对隧道初支稳定性影响的模型试验[J].湖南大学学报,2018,45(9):92-102

刘书斌,方勇*,周超月,邓如勇. 承压溶腔对隧道内开挖稳定性影响的模型试验[J].岩石力学与工程学报,2017,36(S2):3781-3791

方勇*,汪辉武,周超月,刘书斌. 隧道掌子面前方小型有压溶腔对围岩稳定性影响分析[J].湖南大学学报(自然科学版),2017,44(09):137-145

方勇,汪辉武,郭建宁,王飞. 下穿黄河盾构隧道管片衬砌结构受力特征模型试验[J].湖南大学学报,2017,44(5):132-142

范建国,方勇*,雷帅,黄磊. 双车道公路隧道射流风机布置方式研究[J].现代隧道技术,2017,54(2):149-155

方勇*,姚志刚,符亚鹏,徐晨. 上覆水平煤层采空区衬砌受荷模型试验研究[J].岩土工程学报,2016,38(8).

方勇*,郭建宁,康海波,徐晨. 富水地层公路隧道衬砌背后空洞对结构受力的影响[J].岩石力学与工程学报,2016,35(8), 1648-1658

方勇*,徐晨,陈先国,郭建宁. 外水压下大断面公路隧道衬砌结构受力特性模型试验[J].土木工程学报,2016, 49(8), 111-119

符亚鹏,姚志刚,方勇*,陈先国.  隧道开挖对下伏水平薄煤层采空区地层的扰动及衬砌受荷特征[J].岩土力学,2016,37(S1):117-125

张雪金,方勇*,杨斌,刘书斌. 小净距隨道下穿薄层采空区引起的地层移动分析[J],现代隧道技术,2016,53(5):100-107

符亚鹏,方勇*,崔戈,郭建宁. 小规模下伏薄煤层采空区倾角对隧道开挖稳定性的影响研究[J],现代隧道技术,2016,53(4):70-76

徐晨,方勇*,康海波,陈先国. 大断面富水岩溶隧道二次衬砌受力特征研究[J].公路交通科技,2016,33(9):84-91

徐晨,邓如勇,崔戈,方勇*. 高水压下衬砌背后空洞对结构受力的影响[J].水文地质与工程地质,2016,43(3):44-51

刘书斌,邓如勇,方勇*. 富水岩溶地层三车道公路隧道二次衬砌受荷特征研究[J].水文地质与工程地质,2016,43(6):74-80

方勇*,符亚鹏,杨志浩. 公路隧道下穿煤层采空区开挖过程相似模型试验[J].土木工程学报,2015,48(2):125-134.

方勇*,周超月,刘书斌. 上覆薄煤层采空区公路隧道开挖稳定性试验研究[J].湖南大学学报,2015,42(7):100-107.

方勇*,符亚鹏,周超月. 公路隧道下穿双层采空区开挖过程模型试验[J].岩石力学与工程学报,2014,33(11):2247-2257.

方勇,何川*,齐春. 砂卵石地层下伏膨胀岩土盾构隧道结构内力特征[J].西南交通大学学报,2014,49(3):386-392.

方勇*,符亚鹏,齐春. 膨胀岩土地层盾构隧道管片结构荷载及内力特征[J].中国铁道科学,2014,35(3):56-63.

方勇,何川*,江英超. 土压平衡式盾构掘进对地层应变场扰动模型试验研究[J].铁道学报, 2013,35(5):85-89.

方勇*,崔戈,符亚鹏. 膨胀地层层状膨胀对盾构隧道结构荷载影响[J].铁道工程学报,2013(7):59-64.



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