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[1]Jiang,S.H.,Huang,J.,Huang,F.*,Yang,J.,Yao,C.,andZhou,C.B.(2018).Modellingofspatialvariabilityofsoilundrainedshearstrengthbyconditionalrandomfieldsforslopereliabilityanalysis[J].AppliedMathematicalModelling,63:374-389.
[2]Jiang,S.H.*,Papaioannou,I.,andStraub,D.(2018).Bayesianupdatingofslopereliabilityinspatiallyvariablesoilswithin-situmeasurements.EngineeringGeology,239:310-320.
[3]Jiang,S.H.*,andHuang,J.(2018).Modelingofnon-stationaryrandomfieldofundrainedshearstrengthofsoilforslopereliabilityanalysis[J].SoilsandFoundations,58(1):185-198.
[4]Jiang,S.H.,Huang,J.*,Yao,C.,andYang,J.H.(2017).Quantitativeriskassessmentofslopefailurein2-Dspatiallyvariablesoilsbylimitequilibriummethod[J].AppliedMathematicalModelling,47:710-725.(一区Top期刊论文)
[5]Jiang,S.H.,Huang,J.*,andZhou,C.B.(2017).EfficientsystemreliabilityanalysisofrockslopesbasedonSubsetsimulation[J].ComputersandGeotechnics,82:31-42.
[6]Jiang,S.H.*,andHuang,J.(2016).Efficientslopereliabilityanalysisatlow-probabilitylevelsinspatiallyvariablesoils[J].ComputersandGeotechnics,75:18-27.
[7]Jiang,S.H.,Li,D.Q.*,Cao,Z.J.,Zhou,C.B.,andPhoon,K.K.(2015).EfficientsystemreliabilityanalysisofslopestabilityinspatiallyvariablesoilsusingMonteCarlosimulation[J].JournalofGeotechnicalandGeoenvironmentalEngineering,141(2):04014096.(ESI高被引论文)
[8]Jiang,S.H.,Li,D.Q.*,Zhang,L.M.,andZhou,C.B.(2014).Slopereliabilityanalysisconsideringspatiallyvariableshearstrengthparametersusinganon-intrusivestochasticfiniteelementmethod[J].EngineeringGeology,168:120-128.(ESI高被引论文)
[9]Jiang,S.H.,Li,D.Q.*,Zhang,L.M.,andZhouC.B.(2014).Time-dependentsystemreliabilityofanchoredrockslopesconsideringrockboltcorrosioneffect[J].EngineeringGeology,175:1-8.(SCI收录)
[10]Jiang,S.H.,Li,D.Q.*,Zhou,C.B.,andZhang,L.M.(2014).Capabilitiesofstochasticresponsesurfacemethodandresponsesurfacemethodinreliabilityanalysis[J].StructuralEngineeringandMechanics,49(1):111-128.
[11]Li,D.Q.*,Jiang,S.H.,Cao,Z.J.,Zhou,W.,Zhou,C.B.,andZhang,L.M.(2015).Amultipleresponse-surfacemethodforslopereliabilityanalysisconsideringspatialvariabilityofsoilproperties[J].EngineeringGeology,187:60-72.(ESI高被引论文)
[12]Li,D.Q.*,Jiang,S.H.,Cao,Z.J.,Zhou,C.B.,Li,X.Y.,andZhang,L.M.(2015).Efficient3-Dreliabilityanalysisofthe530mhighabutmentslopeatJinpingIHydropowerStationduringconstruction[J].EngineeringGeology,195:269-281.
[13]Li,D.Q.*,Jiang,S.H.,Chen,Y.F.,andZhou,C.B.(2014).Reliabilityanalysisofserviceabilityperformanceforanundergroundcavernusinganon-intrusivestochasticmethod[J].EnvironmentalEarthSciences,71(3):1169-1182.
[14]Li,D.Q.*,Jiang,S.H.,Cheng,Y.G.,andZhou,C.B.(2013).Acomparativestudyofthreecollocationpointmethodsforoddorderstochasticresponsesurfacemethod[J].StructuralEngineeringandMechanics,45(5):595-611.
[15]Li,D.Q.*,Jiang,S.H.,Wu,S.B.,Zhou,C.B.,andZhang,L.M.(2013).ModelingmultivariatedistributionsusingMonteCarlosimulationforstructuralreliabilityanalysiswithcomplexperformancefunction[J].JournalofRiskandReliability,227(2):109-118.
[16]Li,D.Q.*,Jiang,S.H.,Chen,Y.F.,andZhou,C.B.(2011).Systemreliabilityanalysisofrockslopestabilityinvolvingcorrelatedfailuremodes[J].KSCEJournalofCivilEngineering,15(8):1349-1359.
[17]Li,Y.,Huang,J.,Jiang,S.H.,Huang,F.,andChang,Z.(2017).Aweb-basedGPSsystemfordisplacementmonitoringandfailuremechanismanalysisofreservoirlandslide[J].ScientificReport,7:17171.
[18]Liu,L.L.,Cheng,Y.M.,Jiang,S.H.,Zhang,S.H.,Wang,X.M.,andWu,Z.H.(2017).Effectsofspatialautocorrelationstructureofpermeabilityonseepagethroughanembankmentonsoilfoundation[J].ComputersandGeotechnics,87:62-75.
[19]Huang,F.,Huang,J.,Jiang,S.H.,andZhou,C.B.(2017).LandslidedisplacementpredictionbasedonmultivariatechaoticmodelandExtremeLearningMachine[J].EngineeringGeology,218,173-186.
[20]Huang,F.,Huang,J.,Jiang,S.H.,andZhou,C.B.(2017).Predictionofgroundwaterlevelsusingevidenceofchaosandsupportvectormachine[J].JournalofHydroinformatics,19(3):586-606.
[21]Li,X.Y.,Zhang,L.M.,Jiang,S.H.,Li,D.Q.,andZhou,C.B.(2016).Assessmentofslopestabilityinthemonitoringparameterspace[J].JournalofGeotechnicalandGeoenvironmentalEngineering,142(7):04016029.
[22]Li,X.Y.,Zhang,L.M.,andJiang,S.H.(2016).Updatingperformanceofhighrockslopesbycombiningincrementaltime-seriesmonitoringdataandthree-dimensionalnumericalanalysis.InternationalJournalofRockMechanicsandMiningSciences,83:252-261.
[23]Peng,M.,Li,X.Y.,Li,D.Q.,Jiang,S.H.,andZhang,L.M.(2014).Slopesafetyevaluationbyintegratingmulti-sourcemonitoringinformation[J].StructuralSafety,49:65-74.
[24]Yang,J.H.,Lu,W.B.,Jiang,Q.H.,Yao,C.,Jiang,S.H.,andTian,L.(2016).Astudyonthevibrationfrequencyofblastingexcavationinhighlystressedrockmasses[J].RockMechanicsandRockEngineering,49(7):2825-2843.
[25]Yang,J.H.,Yao,C.,Jiang,Q.H.,Lu,W.B.,Jiang,S.H.(2017).2Dnumericalanalysisofrockdamageinducedbydynamicin-situstressredistributionandblastloadinginundergroundblastingexcavation[J].TunnellingandUndergroundSpaceTechnology,70:221-232.
[26]WangB,YaoC,YangJ,JiangSH.(2018).Numericalsimulationofmacro-mesomechanicalbehavioursofsandstonecontainingasingleopenfissureunderuniaxialcompression[J].EuropeanJournalofEnvironmentalandCivilEngineering,22(sup1):99-113.
[27]YaoC,YangC,LanY,JiangSH,YangJ.(2018).Numericalsimulationstudyonrootstoneslossindambuttressengineering[J].MathematicalProblemsinEngineering,5132760.
[28]Jiang,S.H.,Papaioannou,I.,andStraub,D.(2019).Optimizationofsiteexplorationprogramsforslopereliabilityassessment[J].ASCE-ASMEJournalofRiskandUncertaintyinEngineeringSystems,PartA:CivilEngineering.
[29]蒋水华,冯泽文,刘贤,姜清辉,黄劲松,周创兵.(2019).基于自适应贝叶斯更新方法的岩土参数概率分布推断[J].岩土力学.
[30]蒋水华,刘贤,黄劲松,周创兵.(2019).考虑水力模型参数空间变异性土石坝边坡可靠度分析[J].应用基础与工程科学学报.
[31]蒋水华,曾绍慧,潘嘉铭,姚池,杨建华,周创兵.(2018).岩土体参数约束随机场解析模拟方法及边坡可靠度分析[J].岩石力学与工程学报,37(3):642-651.
[32]蒋水华,曾绍慧,杨建华,姚池,黄劲松,周创兵.(2018).不排水抗剪强度非平稳随机场模拟及边坡可靠度分析[J].岩土力学,39(3):101-111.
[33]蒋水华,魏博文,张文举,江先河,黄劲松.(2018).基于多源试验数据空间变异土体参数概率反演及边坡可靠度更新[J].岩土力学,39(4):1491-1499.
[34]蒋水华,潘嘉铭,杨建华,姚池,黄劲松.(2018).低概率水平岩质边坡系统可靠度分析[J].岩土力学,39(8).
[35]蒋水华,杨建华,姚池,黄劲松.(2018).考虑土体参数空间变异性边坡失稳风险定量评估[J].工程力学,35(1):136-147.
[36]蒋水华,刘贤,尧睿智,姜清辉,黄劲松,周创兵.(2018).基于贝叶斯更新和信息量分析的边坡钻孔布置方案优化设计方法[J].岩土工程学报,40(10):1871-1879.
[37]蒋水华,姚池,杨建华,姜清辉,黄劲松.(2018).基于模型修正的空间变异边坡可靠度分析方法[J].工程力学,35(8):154-161.
[38]蒋水华,姚池,杨建华,周创兵.(2017).基于BUS方法的无限长边坡可靠度更新[J].岩土力学,38(12):3555-3564.
[39]蒋水华,魏博文,黄劲松.(2017).考虑参数空间变异性的失稳边坡参数概率反分析[J].岩土工程学报,39(3):475-485.
[40]蒋水华,魏博文,姚池,杨建华.(2016).考虑概率分布影响的低概率水平边坡可靠度分析[J].岩土工程学报,38(6):1071-1080.
[41]蒋水华,李典庆.(2015).考虑参数空间变异性多层土坡系统可靠度分析[J].岩土力学,36(增1):629-633.
[42]蒋水华,李典庆,黎学优,张利民,周创兵.(2015).锦屏一级水电站左岸坝肩边坡施工期高效三维可靠度分析[J].岩石力学与工程学报,34(2):349-361.
[43]蒋水华,祁小辉,曹子君,李典庆.(2015).基于随机响应面法的边坡系统可靠度分析[J].岩土力学,36(3):809-818.
[44]蒋水华,李典庆,周创兵,方国光.(2014).考虑自相关函数影响的边坡可靠度分析[J].岩土工程学报,36(3):508-518.
[45]蒋水华,李典庆,周创兵,张利民.(2014).考虑参数空间变异性的非饱和土坡可靠度分析[J].岩土力学,35(9):2569-2578.
[46]蒋水华,李典庆,曹子君,周创兵,张利民.(2014).考虑参数空间变异性的边坡系统可靠度分析[J].应用基础与工程科学学报,22(5):841-855.
[47]蒋水华,彭铭,李典庆,张利民,周创兵.(2013).考虑时效特性的锚固岩质边坡变形可靠度分析[J].岩石力学与工程学报,32(6):1270-1278.
[48]蒋水华,冯晓波,李典庆,周创兵.(2013).边坡可靠度分析的非侵入式随机有限元法[J].岩土力学,34(8):2347-2354.
[49]蒋水华,李典庆,周创兵.(2013).基于拉丁超立方抽样的边坡可靠度分析非侵入式随机有限元法[J].岩土工程学报,35(增2):70-76.
[50]蒋水华,李典庆,周创兵.(2012).随机响应面法最优概率配点数目分析[J].计算力学学报,29(3):345-351.
[51]李典庆,蒋水华,张利民,周创兵.(2013).考虑锚杆腐蚀作用的岩质边坡系统可靠度分析[J].岩石力学与工程学报,32(6):1137-1144.
[52]李典庆,蒋水华,周创兵,方国光.(2013).考虑参数空间变异性的边坡可靠度分析非侵入式随机有限元法[J].岩土工程学报,35(8):1413-1422.
[53]李典庆,蒋水华,周创兵.(2012).基于非侵入式随机有限元法的地下洞室可靠度分析[J].岩土工程学报,34(1):123-129.
[54]姚池,何忱,蒋水华*,杨建华,姜清辉.(2019).脆性各向异性岩石破坏过程数值模拟[J].工程力学,36(2):96-103.
[55]杨建华,吴泽南,蒋水华*,姚池,卢文波,周创兵.(2018).深埋隧洞爆破开挖地应力瞬态卸荷诱发围岩振动控制方法研究[J].岩石力学与工程学报,37(12):2751-2761.
[56]何忱,姚池,杨建华,蒋水华,姜清辉,周创兵.基于等效离散裂隙网络的三维裂隙岩体渗流模型[J].岩石力学与工程学报,2019,38(增1):2748-2759.
[57]杨建华,吴泽南,姚池,蒋水华.地下洞室爆破开挖诱发围岩损伤特性及PPV阈值研究[J].振动与冲击,2019,38(2):131-139.
[58]黄发明,殷坤龙,蒋水华,黄劲松,曹中山.(2018).基于聚类分析和支持向量机的滑坡易发性评价[J].岩石力学与工程学报,37(1):156-167.
[59]姚池,赵明,杨建华,蒋水华,姜清辉,周创兵.(2018).基于刚体弹簧–等效离散裂隙网络耦合方法的水压致裂数值模型[J].岩石力学与工程学报,37(6):1438-1445.
[60]姚池,赵明,杨建华,蒋水华,姜清辉,周创兵.(2017).基于改进刚体弹簧方法的二维水压致裂模型[J].岩石力学与工程学报,36(9):2169-2176.
[61]杨建华,姚池,卢文波,姜清辉,蒋水华,周创兵.(2017).深埋隧洞钻爆开挖围岩振动频率特性研究[J].岩土力学,38(4):1195-1202.
[62]唐栋,祁小辉,蒋水华,李典庆.(2015).不同前期降雨与土-水特征曲线对边坡稳定的影响[J].岩土工程学报,37(增1):148-155.