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[1]JunhuiZhang,YongshengYao,JianlongZheng,TaoZhang.Centrifugalmodeltestandnumericalsimulationofverticalearthpressureonsoftfoundationboxculvert[J].JournalofCentralSouthUniversity,2015.9.(SCI,录用)
[2]JunhuiZhang,GuangmingCen,WeizhengLiu,HouxuanWu.OneDimensionalConsolidationofDouble-layeredFoundationwithDepth-dependentInitialExcessPorePressureandAdditionalStress[J].AdvancesinMaterialsScienceandEngineering,2015.9.(SCI,录用)
[3]J.H.Zhang,Y.L.Wang,G.M.Cen,W.W.Jiang,J.L.ZhengandH.X.Wu.OneDimensionalNonlinearConsolidationofSoftFoundationwithUpperCrustwithDepth-dependentAdditionalStress[J].MaterialsResearchInnovations,2015.10.(SCI,录用)
[4]JunhuiZhang,LiangliangDai,JianlongZheng,HouxuanWu.CrackPropagationandControlofAsphaltPavementWidening[J].JournalofTestingandEvaluation,2016.3.(SCI,录用)
[5]JunhuiZhang,YongshengYao,JianlongZheng,ChiqingZhou.CentrifugalModelTestofFailureModeandAdditionStressDistributionofaSoftFoundationwithanUpperCrust[J]ElectronicJournalofGeotechnicalEngineering,Vol.19,No.Z,pp:9309-9322,2014.(EI)
[6]JunhuiZhang,GuangmingCen,ChiqingZhou,YunqingOuyang.CentrifugeModelTestandNumericalAnalysisofPropertiesofaSoftFoundationwithanUpperCrust[J]ElectronicJournalofGeotechnicalEngineering,Vol.19,No.Z5,pp:17195-17208,2014.(EI)
[7]JunhuiZhang,LeiZhang,LiangliangDai,JianlongZheng.Controlofpost-constructionsettlementofhighembankmentbasedonsettlementrate[J]ElectronicJournalofGeotechnicalEngineering,Vol.19,No.Z7,pp:19111-19120,2014.(EI)
[8]JunhuiZhang,YejuanChen,HouxuanWu.MeasurementofWaterContentofRedClaysusingX-rayCT[J]InternationalJournalofEarthSciencesandEngineering,vol6,pp:31-35,2015.(EI)
[9]JunhuiZhang,YachongXiao,HouxuanWu.PredictionandAnalysisofPost-constructionSettlementofHighEmbankmentinHechiAirport[J]InternationalJournalofEarthSciencesandEngineering,vol6,pp:242-247,2015.(EI)
[10]张军辉,黄湘宁,郑健龙,韦建明,徐先进.河池机场填石高填方土基工后沉降离心模型试验研究[J].岩土工程学报,2013,35(4):773-778.(EI)
[11]张军辉,缪林昌,黄晓明.连云港软土次固结变形研究[J].水利学报,2005,1(11):116-119.(EI)
[12]张军辉,缪林昌.连云港海相软土流变试验及双屈服面流变模型[J].岩土力学,2005,1(26):145-149.(EI)
[13]张军辉.不同软基处理方式下高速公路加宽工程变形特性分析[J].岩土力学,2011,32(4):1216-1222.(EI)
[14]张军辉,尹志勇,郑健龙.南方湿热地区路基红黏土shakedown临界应力水平试验研究[J].中南大学学报,2014,45(4):1288-1292.(EI)
[15]张军辉,郑健龙,张涛.软基上埋式箱涵土压力的离心模型试验研究[J].公路交通科技,2014,31(7):53-59.
[16]张军辉,黄晓明,缪林昌.连云港软粘土工程特性研究[J].公路交通科技,2006,23(2):10-14.(CSCD)
[17]张军辉,王鹏,黄晓明.软土地基上高速公路加宽工程的数值分析[J].公路交通科技,2006,23(6):32-35,44.(CSCD)
[18]张军辉,黄晓明,彭娴.软土地基上高速公路双侧加宽工程的数值分析[J].公路交通科技,2007,24(3):20-24,29.(CSCD)
[19]张军辉,黄晓明.高速公路加宽工程加筋路堤离心模型试验及数值模拟[J].公路交通科技,2011,28(4):1-7.(CSCD)
[20]Jun-huiZHANG,Zhi-yongYIN,Jian-longZHENG.AnalysisofBehaviorofCompositeFoundationwithSparsePiletoControlSettlement[J].AppliedMechanicsandMaterials,Vols.8,pp:674-679,2012.(EI)
[21]Jun-huiZHANG,Zhi-yongYIN,Jian-longZHENG.AnalysisofSettlementofCompositeFoundationwithSparsePiletoControlSettlement[J].AppliedMechanicsandMaterials,Vols.8,pp664-669,2012.(EI)
[22]Jun-huiZHANG,JunHe,Jie-fengLin,Jian-longZheng.AMethodtoDeterminePre-consolidationPressureofSoftSoilinDongtingLakeArea[J].AppliedMechanicsandMaterials,Vols.477-478,pp459-465,2013.(EI)
[23]Jun-huiZHANG,YuZhou,Jian-longZheng.LaboratoryTestMethodforDynamicReboundModulusofSubgradeRedClayinMoist-heatArea[J].AppliedMechanicsandMaterials,Vols.477-478,pp466-471,2013.(EI)
[24]Jun-huiZHANGandJian-longZHENG.EvaluationofFoundationTreatmentEffectinRoadWidening[C].GeoHunan:ChallengesandRecentAdvancesinPavementTechnologiesandTransportationGeotechnicss,2009,8,133-140.(EI)
[25]Jun-huiZHANG,Jian-longZHENGandBao-shanHuang.FractureMechanicsAnalysisofCrackinginAsphaltPavementWidening[C].The9thInternationalConferenceofChineseTransportationProfessionals,2009,8,103-108.(EI)
[26]Jun-huiZHANG,Jian-longZHENG,Wei-weiJIANG,You-yunLI.TheApplicationof1-DNonlinearConsolidationModelConsideringAdditionalStressDistributionintheRoadEngineeringConstruction[C].GeoHunan2011,8,106-114.(EI)
[27]Jun-huiZHANG,Jian-longZHENG,Xiao-mingHUANG.CentrifugeModelTestandNumericalAnalysisofGeosynthetic-ReinforcedEmbankmentsforaRoadWidening[C].GeoHunan2011,8,204-210.(EI)
[28]张军辉,钱国平.热拌沥青混合料间歇式拌和工艺要点分析[J].中外公路,2007,27(4):232-234.(中文核心)
[29]张军辉,黄晓明.加宽荷载下饱和地基初始孔压及沉降分析[J].湖南科技大学学报,2008,23(2):61-65.(中文核心)
[30]张军辉,黄晓明.软土地基上高速公路单侧加宽工程的数值分析[C].2005年全国博士生学术论坛(交通运输工程学科)论文集,1202-1207.(国内会议)
[31]张军辉,黄晓明.CRCP:当今高速公路耐久性路面的解决方案——荷兰实践[J].中外公路,2005,6(25):11-15.(中文核心)
[32]张军辉,黄晓明.软基上老路加宽的加筋处治分析[J].路基工程,2009,1:59-61.(中文核心)
[33]张军辉,黄晓明.软基老公路加宽的沉降分析[J].路基工程,2009,3:82-84.(中文核心)
[34]张军辉,江唯伟,郑健龙.硬壳层软土地基竖向附加应力分布研究[J].长江科学院院报,2011,28(5):42-45.(中文核心)
[35]张军辉,郑健龙.沥青路面面层摊铺和碾压工艺[J].中外公路,2011,31(3):54-57.(中文核心)
[36]张军辉,周宇,郑健龙,李雪峰.基于桩侧土压力的桥台桩基桩土相互作用研究[J].路基工程,2014,1:40-43,48.(中文核心)
[37]ZHANGJun-hui,HUANGXiao-ming,WANGShu-sheng,YUEHong.AnalysisofThermalStressaboutViscoelasticCRCP[C].The3dCHINA-JAPANWorkshoponPavementTechnologies.2005,11,1105-1110.(国际会议)
[38]ZHANGJun-hui,HUANGXiao-ming.Numericalanalysisofgeosynthetic-reinforcedembankmentsoftheroadwidening[C].2ndINTERNATIONALGEO-CHANGSHACONFERENCE.2007,441-446.(ISTP)