王志良 - 昆明理工大学 - 建筑工程学院

个人简介

学习经历 2007.03-2010.06同济大学土木工程学院地下建筑与工程系获博士学位 2004.09-2006.07昆明理工大学建筑工程学院工程力学系获硕士学位 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 2010.07-2011.08北京城建勘测设计研究院 2011.10-至今昆明理工大学建筑工程学院土木工程系科研项目 1.水热力耦合作用下泥炭土冻结过程中的冰透镜体生长机理研究，国家自然科学基金/地区项目，项目编号：51668028。 2.滇池泥炭土层地铁盾构施工扰动引起长期沉降的机理研究，国家自然科学基金/青年项目，项目编号：51408284。

研究领域

1.隧道及地下建筑工程 2.数值算法在岩土工程中的应用

近期论文

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[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]王志良,申林方,伍曾.盾构隧道局部渗漏水对周围土体孔隙水压力的影响[J].现代隧道技术,2017,54(1):89-95. WANGZhi-liang,SHENLin-fang,WUZeng.Influenceoflocalwaterleakageofshieldtunnelsontheporewaterpressureofsoilmasses[J].Moderntunnellingtechnology,2017,54(1):89-95. [3]徐宗恒,徐则民,王志良.格子Boltzmann方法在斜坡非饱和带土体大孔隙流研究中的应用[J].岩土工程学报,2017,39(1):178-184. XUZong-heng,XUZe-min,WANGZhi-liang.ApplicationoflatticeBoltzmannmethodinmacroporeflowsinunsaturatedzonesoilofslopes[J].ChineseJournalofGeotechnicalEngineering,2017,39(1):178-184. [4]王志良,瞿嘉安,周潇,等.基于模拟退火算法重构土体细观孔隙结构研究[J].昆明理工大学学报（自然科学版）,2016,41(6):1262-1268. WANGZhi-liang,QUJia-an,ZHOUXiao,etal.Researchonreconstructionformesoscopicporestructureofsoilbasedonsimulatedannealingalgorithm[J].JournalofKunmingUniversityofScienceandTechnology(NaturalScienceEdition),2016,41(6):1262-1268. [5]王志良,申林方,徐则民,等.岩体裂隙面粗糙度对其渗流特性的影响研究[J].岩土工程学报,2016,38(7):1262-1268. WANGZhi-liang,SHENLin-fang,XUZe-min,etal.Influenceofroughnessofrockfractureonseepagecharacteristics[J].ChineseJournalofGeotechnicalEngineering,2016,38(7):1262-1268. [6]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. [7]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. [8]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,2015,36(S2):689-694. [9]王志良,申林方,谢建斌.三维盾构隧道开挖面极限支护压力的上限解[J].防灾减灾工程学报,2015,35(3):348-353. WANGZhi-liang,SHENLin-fang,XIEJian-bin.Three-dimensionalupperboundsolutionoflimitsupportpressureduringshieldtunnelling[J].JournalofDisasterPreventionandMitigationEngineering,2015,35(3):348-353. [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]刘铭,王志良.盾构施工扰动对隧道结构弹性沉降的影响[J].铁道学报,2014,36(1):107-112. LIUMing,WANGZhi-liang.Impactofshieldtunnelconstructiondisturbanceonelasticsettlementoftunnelstructure[J].JournaloftheChinaRailwaySociety,2014,36(1):107-112. [14]王志良,刘铭,谢建斌,等.盾构施工引起地表固结沉降问题的研究[J].岩土力学,2013,34(S1):127-133. WANGZhi-liang,LIUMing,XIEJian-bin,etal.Researchonconsolidationsettlementofgroundsurfacecausedbyshieldtunnelling[J].RockandSoilMechanics,2013,34(S1):127-133. [15]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. [16]王志良,刘国彬,申林方.基于弹性极限理论的盾构隧道收敛变形研究[J].铁道学报,2012,34(2):100-103. WANGZhi-liang,LIUGuo-bin,SHENLin-fang.Researchonconvergencedeformationofshieldtunnelwithelasticlimittheory[J].JournaloftheChinaRailwaySociety,2012,34(2):100-103. [17]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. [18]WANGZhi-liang,XIEJian-bin,SHENLin-fang,etal.Analysisoflongitudinaldeformationforshieldtunnelbasedonsegmentdislocationmode[J],DisasterAdvance,2012,5(4):1371-1376.