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[1](第一、通讯作者).PulloutBehaviourofDifferentTypesofSteelFibresEmbeddedinMagnesiumPhosphateCementitiousMatrix,InternationalJournalofConcreteStructuresandMaterials,2019,13(1):33(SCI中科院三区)
[2](第一作者).TheEffectofNano-ParticlesandWaterGlassontheWaterStabilityofMagnesiumPhosphateCementBasedMortar,Materials,2019,12(22):3755(SCI中科院三区)
[3](通讯作者).Numericalsimulationofdynamicfractureinfunctionallygradedmaterialsusingperidynamicmodelingwithcompositeweightedbonds,EngineeringAnalysiswithBoundaryElements,2019,105,pp.31-46(SCI中科院三区)
[4](通讯作者).DynamicFractureAnalysisofFunctionalGradientMaterialCoatingBasedonthePeridynamicMethod,Coatings,2019,9(62):01-18.(SCI中科院三区)
[5]HuFeng,M.NeazSheikh,MuhammadN.S.Hadi,LuFeng,DanyingGao.Mechanicalpropertiesofmicro-steelfibrereinforcedmagnesiumpotassiumphosphatecementcomposite,ConstructionandBuildingMaterials,2018,(185):423-435.(SCI中科院二区)
[6]HuFeng,M.NeazSheikh,MuhammadN.S.Hadi,LuFeng,DanyingGao,JunZhao.Interfacebondperformanceofsteelfibreembeddedinmagnesiumphosphatecementitiouscomposite,ConstructionandBuildingMaterials,2018,(185):648-660.(SCI中科院二区)
[7]HuFeng,GangChen,M.NeazSheikh,MuhammadN.S.Hadi,andBowenZhou.Mechanicalbehaviourofmicro-finesteelfibrereinforcedsulphoaluminatecementcomposite,ConstructionandBuildingMaterials,2018,(170):91-100.(SCI中科院二区)
[8]HuFeng,GangChen,DanyingGao,KunpengZhao,andChongZhang.MechanicalPropertiesofSteelFiber-ReinforcedMagnesiumPhosphateCementMortar,AdvancesinCivilEngineering,2018(2018)ArticleID3978318(SCI)
[9]ZhanqiCheng,YingkaiLiu,JunZhao,HuFeng.Numericalsimulationofcrackpropagationandbranchinginfunctionallygradedmaterialsusingperidynamicmodeling,EngineeringFractureMechanics,2018,(191):13-32.(SCI中科院三区)
[10]P.Zhang,H.Liu,D.Gao,J.Zhao,HuFeng,G.Tang.Shear-BondBehavioroftheInterfacebetweenFRPProfilesandConcretebytheDouble-LapPushShearMethod,Journalofcompositesforconstruction,2017,21(4).(SCI中科院二区)
[11]HuFeng,GuanghuiLiu,JianSongYuan,M.NeazSheikh,LuFeng,JunZhao.Influenceofwaterstabilityonbondperformancebetweenmagnesiumphosphatecementmortarandsteelfibre,StructuralDurability&HealthMonitoring,2019,13(1):pp.105-121(EI)
[12]Feng,H.,Wang,Z.,NeazSheikh,M.,(...),Gao,D.,Hadi,M.N.S.Theeffectofnano-SiO2,nano-Al2O3,andnano-Fe2O3onthecompressivestrengthandworkabilityofmagnesiumphosphatecement-basedmortar,AdvancesinCivilEngineeringMaterials,2019,8(3):ACEM20190014(EI)
[13]FengHu,GaoDanYing,YuanJianSong.Themechanicalpropertiesofpolypropylenefiberreinforcedpolymermodifiedcementmortar.AppliedMechanicsandMaterials,CivilEngineeringArchitectureandSustainableInfrastructureII,438-439(2013)283-289.(EI)
[14]冯虎，赵晓聪，高丹盈，赵军.微细钢纤维磷酸镁水泥砂浆基本力学性能[J].新型建筑材料，2018.09:16-20
[15]冯虎,赵昆鹏,赵军.微细钢纤维快硬高强混凝土弯曲性能试验[J].土木工程与管理,2017,34(2):22-27
[16]赵军,冯虎（通讯）,陈勇浩.微细钢纤维高强水泥砂浆板嵌入式加固梁受剪试验研究[J].结构工程师,2017,33(2):158-164
[17]赵军,冯虎（通讯）,冯玲.微细钢纤维高强混凝土弯曲韧性试验研究[J].施工技术,2017,46(12):38-41
[18]徐洪涛;冯虎;高丹盈.养护制度对聚合物改性水泥砂浆强度的影响研究[J].施工技术,2016,45(9):57-59
[19]冯虎,高丹盈,徐洪涛,赵亮平.外加剂对聚合物改性水泥砂浆凝结时间的影响[J].施工技术,2015,44(3):79-85
[20]高丹盈,赵亮平,冯虎,赵顺波.钢纤维混凝土弯曲韧性及其评价方法[J].建筑材料学报,2014,17(5):783-789.(EI)
[21]冯虎;刘永辉;徐春蕾.立柱隆起对地铁深基坑钢支撑体系稳定的影响[J].中国科技论文,2014,9(11):1301-1305
[22]冯虎;高丹盈;徐春蕾.立柱隆起对深基坑钢支撑受力特性的影响分析[J].地下空间与工程学报,2014,10(4):926-932
[23]冯虎,高丹盈,刘国彬,马险峰.软土超深基坑失稳破坏的离心模型试验研究[J].郑州大学学报(工学版),2013,34(05):1-6
[24]张震,冯虎,刘国彬.基坑抗隆起稳定三维分析的极限平衡法[J].沈阳建筑大学学报(自然科学版),2012,28(01):37-43
[25]冯虎,刘国彬.考虑工程桩影响软土深基坑隆起破坏的数值模拟研究[J].岩土工程学报,2011,33(S2):314-320.(EI)
[26]冯虎,王蓉,刘国彬.基于实测数据的地铁基坑施工安全评判方法[J].中国科技论文在线,2011,11:815-821
[27]冯虎,刘涛,徐春蕾,姜陈钊.加筋水泥土桩锚在“土岩组合”深基坑支护中的应用[J].岩土工程学报,2010,32(S2):351-354.(EI)
[28]冯虎,刘国彬,张伟立.上海地区超深基坑工程地下连续墙的变形特性[J].地下空间与工程学报,2010,6(01):151-156
[29]冯虎,张文成,孙士玲.武汉地铁2号线盾构施工对地表沉降影响分析[J].施工技术,2010,39(11):75-78
[30]冯虎,高丹盈,张作涛.钢纤维混凝土/老混凝土黏结劈拉强度的影响因素[J].建筑材料学报,2009,12(02):227-231+235.(EI)
[31]高丹盈,程红强,冯虎.钢纤维混凝土与老混凝土粘结面渗透性能[J].水力发电学报,2009,28(01):152-158.(EI)
[32]高丹盈,冯虎.冻融条件下钢纤维混凝土与老混凝土粘结面的劈拉性能[J].工业建筑,2008,38(03):80-83
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