学习经历

2007.09-2010.06中国科学院武汉岩土力学研究所获博士学位

2004.09-2007.07昆明理工大学建筑工程学院土木工程系获硕士学位

2000.09-2004.07昆明理工大学建筑工程学院土木工程系获学士学位

工作经历

2010.07-2012.07北京大学工学院，博士后

2012.9-至今昆明理工大学建筑工程学院土木工程系

科研项目

1.应力-渗流耦合作用下斜坡岩体结构面物质溶解-沉淀-运移机理研究，国家自然科学基金青年项目，项目编号：51508253

2.高地应力及水位循环变动区域斜坡岩体结构面物质运移机理研究，云南应用基础研究计划面上项目，项目编号：2016FB077

多场耦合理论及其在岩土工程中的应用

[1]王志良,申林方,李邵军,等.基于格子Boltzmann方法的岩体单裂隙面渗流特性研究[J].岩土力学,2017,38(4):1203-1210.

WANGZhi-liang,SHENLin-fang,LIShao-jun,etal.SeepagecharacteristicsofasinglefracturebasedonlatticeBoltzmannmethod[J].RockandSoilMechanics,2017,38(4):1203-1210.

[2]崔冠哲,申林方,王志良,等.基于格子Boltzmann方法土体CT扫描切片细观渗流场的数值模拟[J].岩土力学,2016,37(5):1497-1502.

CUIGuan-zhe,SHENLin-fang,WANGZhi-liang,etal.NumericalsimulationofmesoscopicseepagefieldofsoilCTscannedslicebasedonlatticeBoltzmannmethod[J].RockandSoilMechanics,2016,37(5):1497-1502.

[3]王志兵,申林方,徐则民.头寨滑坡地下水化学特征及其反映的水-岩（土）相互作用[J].水文地质工程地质,2016,43(1):1203-1210.

WANGZhi-bing,SHENLin-fang,XUZe-min.Hydrochemicalcharcateristicsandtheirimplicationforthewater-rock/soilinteractionintheTouzhailandslide[J].Hydrogeology&EngineeringGeology,2016,43(1):1203-1210.

[4]申林方,王志良,李邵军.基于土体细观结构重构技术的渗流场数值模拟[J].岩土力学,2015,36(11):3307-3314.

SHENLin-fang,WANGZhi-liang,LIShao-jun.Numericalsimulationforseepagefieldofsoilsbasedonmesoscopicstructurereconfigurationtechnology[J].RockandSoilMechanics,2015,36(11):3307-3314.

[5]申林方,王志良,李邵军.基于格子博尔兹曼方法表征体元尺度土体细观渗流场的数值模拟[J].岩土力学,2015,36(S2):689-694.

SHENLin-fang,WANGZhi-liang,LIShao-jun.NumericalsimulationformesoscopicseepagefieldofsoilbasedonlatticeBoltzmannmethodatREVscale[J].RockandSoilMechanics,2015,36(S2):689-694.

[6]申林方,王志良,魏纲,等.盾构施工引起土体超孔隙水压力消散问题的研究[J].铁道学报,2015,37(6):112-118.

SHENLin-fang,WANGZhi-liang,WEIGang,etal.Researchondissipationofexcessporewaterpressurecausedbyshieldtunnelling[J].JournaloftheChinaRailwaySociety,2015,37(6):112-118.

[7]周潇,申林方,阮永芬,等.基于四参数随机生长法重构土体的渗流细观数值模拟[J].排灌机械工程学报,2015,33(4):316-321.

ZHOUXiao,SHENLin-fang,RUANYong-fen,etal.Reconstructedsoilmeso-numericalseepagesimulationbasedonquartetstructuregenerationset[J].JournalofDrainageandIrrigationmachineryEngineering,2015,33(4):316-321.

[8]申林方,王志良,常海滨,等.基于概率配点法的岩土材料参数随机场及其响应分析[J].计算力学学报,2015,32(1):64-69.

SHENLin-fang,WANGZhi-liang,CHANGHai-bin,etal.Probabilisticcollocationmethodforgeotechnicalstochasticfieldandresponseanalysis[J].ChineseJournalofComputationalMechanics,2015,32(1):64-69.

[9]申林方,王志良,李邵军.基于格子Boltzmann方法的饱和土体细观渗流场[J].排灌机械工程学报,2014,32(10):883-887.

SHENLin-fang,WANGZhi-liang,LIShao-jun.MesoscopicseepagefieldofsaturatedsoilwithlatticeBoltzmannmethod[J].JournalofDrainageandIrrigationmachineryEngineering,2014,32(10):883-887.

[10]申林方,王志良,魏纲,等.盾构隧道开挖面被动极限支护压力的三维解析解[J].现代隧道技术,2014,51(6):35-40.

SHENLin-fang,WANGZhi-liang,WEIGang,etal.Three-dimensionalanalyticalsolutionforpassivelimitsupportpressureduringshieldtunnelling[J].ModernTunnellingTechnology,2014,51(6):35-40.

[11]王志良,申林方,魏纲.盾构隧道施工引起周围土体超孔隙水压力的分析[J].现代隧道技术,2014,51(4):67-72.

WANGZhi-liang,SHENLin-fang,WEIGang.Analysisofexcessiveporewaterpressureofsoilinducedbyshieldtunnelling[J].ModernTunnellingTechnology,2014,51(4):67-72.

[12]王志良,申林方,谢建斌.人工冻结法单管冻结引起周围土体温度场变化的研究[J].现代隧道技术,2014,51(1):86-90.

WANGZhi-liang,SHENLin-fang,XIEJian-bin.Ontemperaturefieldvariationofthesurroundingsoilmasscausedbyartificialsinglepipelinefreezing[J].ModernTunnellingTechnology,2014,51(1):86-90.

[13]王志良,申林方,谢建斌,等.盾构掘进开挖面前方产生超孔隙水压力的分析[J].铁道学报,2013,35(5):90-96.

WANGZhi-liang,SHENLin-fang,XIEJian-bin,etal.Analysisonexcessporewaterpressureinducedbyshieldtunnellinginfrontofexcavationface[J].JournaloftheChinaRailwaySociety,2013,35(5):90-96.

[14]申林方,王志良,谢建斌.基于边界配点法的浅埋隧道开挖引起周围土体变形的分析[J].岩土力学,2012,33(S2):297-301.

SHENLin-fang,WANGZhi-liang,XIEJian-bin.Responseanalysisofsoildeformationinducedbyshallowtunnelexcavationbasedonboundarycollocationmethod[J].RockandSoilMechanics,2012,33(S2):297-301.

[15]SHENLin-fang.Probabilisticcollocationmethodforyieldapproachindexofheterogeneousslope,ProcediaEngineering,2012,31:1019-1023.

[16]SHENLin-fang,FengXia-ting,PANPeng-zhietal.Experimentalstudyonrelationshipbetweenhydraulicapertureandrock-waterdissolutionofgranite.46thUSRockMechanics/GeomechanicsSymposium,2012:916-920.

[17]申林方,冯夏庭,潘鹏志,等.应力作用下岩石的化学动力学溶解机制研究[J].岩土力学,2011,32(5):1320-1326.

SHENLin-fang,FENGXia-ting,PANPeng-zhi,etal.Chemicalkinecicsdissolutionmechanismofrockunderstress[J].RockandSoilMechanics,2011,32(5):1320-1326.

[18]申林方,冯夏庭,潘鹏志,等.单裂隙花岗岩在应力-渗流-化学耦合作用下的试验研究[J].岩石力学与工程学报,2010,29(7):1379-1388.

SHENLin-fang,FENGXia-ting,PANPeng-zhi,etal.Experimentalresearchonmechano-hydro-chemicalcouplingofgranitewithsinglefracture[J].ChineseJournalofRockMechanicsandEngineering,2010,29(7):1379-1388.