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[1].张志雄;谢健;戚继红;胡立堂;张可霓;吴礼舟.地质封存二氧化碳沿断层泄漏数值模拟研究,水文地质工程地质,2018,45(2):109-116(CSCD收录;)
[2].李绍红;朱建东;王少阳;吴礼舟.考虑降雨类型的基岩型浅层边坡稳定性分析方法,水文地质工程地质,2018,45(2):131-(CSCD收录;)
[3].白兰英;周杨;李绍红;王维早;吴礼舟.南江县古坟坪滑坡降雨入渗观测与稳定性分析,长江科学院院报,2018,35(7):68-73(CSCD收录;)
[4].李绍红;王少阳;朱建东;李部;杨戒;吴礼舟.基于权重融合和云模型的岩爆倾向性预测研究,岩土工程学报,2018,40(6):1075-1083(EI收录;CSCD收录;)
[5].李绍红;朱建东;白兰英;王少阳;李部;吴礼舟.联合信息融合和解析方法的微震源定位研究,煤炭学报,2018,43(4):1065-1071(EI收录;CSCD收录;)
[6].Wu,L.Z.;Zhang,L.M.;Zhou,Y.;Xu,Q.;Yu,B.;Liu,G.G.;Bai,L.Y..Theoreticalanalysisandmodeltestforrainfall-inducedshallowlandslidesinthered-bedareaofSichuan,BULLETINOFENGINEERINGGEOLOGYANDTHEENVIRONMENT,2018,77(4):1343-1353(SCIE收录;EI收录;)
[7].Wang,T.;Wu,S.R.;Shi,J.S.;Xin,P.;Wu,L.Z..Assessmentoftheeffectsofhistoricalstrongearthquakesonlarge-scalelandslidegroupingsintheWeiRivermidstream,ENGINEERINGGEOLOGY,2018,235():11-19(SCIE收录;EI收录;)
[8].Shi,J.S.;Wu,L.Z.;Qu,Y.X.;Li,B.;Wu,S.R..NeogeneclayanditsrelationtolandslidesinthesouthwesternLoessPlateau,China,ENVIRONMENTALEARTHSCIENCES,2018,77(5):-(SCIE收录;EI收录;)
[9].Wu,L.Z.;Xu,Q.;Wang,T..IncorporatingHydromechanicalCouplingofUnsaturatedSoilsintotheAnalysisofRainwater-InducedGroundwaterPonding,INTERNATIONALJOURNALOFGEOMECHANICS,2018,18(6):-(SCIE收录;EI收录;)
[10].Li,Chuanxun;Huang,Jinsong;Wu,Lizhou;Lu,Jianfei;Xia,Changqing.ApproximateAnalyticalSolutionsforOne-DimensionalConsolidationofaClayLayerwithVariableCompressibilityandPermeabilityunderaRampLoading,INTERNATIONALJOURNALOFGEOMECHANICS,2018,18(11):-(SCIE收录;EI收录;)
[11].Guo,Liang;Hu,Xiewen;Wu,Lizhou;Li,Xiaozhao;Ma,Hongsheng.SimulationofFluidFlowinFracturedRocksBasedontheDiscreteFractureNetworkModelOptimizedbyMeasuredInformation,INTERNATIONALJOURNALOFGEOMECHANICS,2018,18(10):-(SCIE收录;EI收录;)
[12].Lin,F.;Wu,L.Z.;Huang,R.Q.;Zhang,H..FormationandcharacteristicsoftheXiaobalandslideinFuquan,Guizhou,China,LANDSLIDES,2018,15(4):669-681(SCIE收录;EI收录;)
[13].Wu,L.Z.;Shao,G.Q.;Huang,R.Q.;He,Q..OverhangingRock:Theoretical,PhysicalandNumericalModeling,ROCKMECHANICSANDROCKENGINEERING,2018,51(11):3585-3597(SCIE收录;EI收录;)
[14].李伟;许强;吴礼舟;李斯琦.平推式滑坡中底滑面承压水渗流形式对其稳定性的影响,岩土力学,2018,39(4):1401-1410(EI收录;CSCD收录;)
[15].张常光;晏青;吴礼舟;曹雪叶;张成林.非饱和土条形地基梅耶霍夫极限承载力统一解,岩土工程学报,2018,40(2):252-261(EI收录;CSCD收录;)
[16].Wang,Q.Z.;Ni,M.;Wu,L.Z.;Huang,R.Q..Scrutinizedandrevisedstressintensityfactorformulasfordoublecleavagedrilledcompressionspecimens,THEORETICALANDAPPLIEDFRACTUREMECHANICS,2018,96(-):803-810(SCIE收录;EI收录;)
[17].Wu,L.Z.;Zhou,Y.;Sun,P.;Shi,J.S.;Liu,G.G.;Bai,L.Y..Laboratorycharacterizationofrainfall-inducedloessslopefailure,CATENA,2017,150(-):1-8(SCI收录;)
[18].Wu,L.Z.;Xu,Q.;Zhu,J.D..Incorporatinghydro-mechanicalcouplinginananalysisoftheeffectsofrainfallpatternsonunsaturatedsoilslopestability,ARABIANJOURNALOFGEOSCIENCES,2017,10(17):-(SCI收录;)
[19].Wu,L.Z.;Selvadurai,A.P.S.;Yang,J..TheRoleofSurfaceInfiltrationinHydromechanicalCouplingEffectsinanUnsaturatedPorousMediumofSemi-InfiniteExtent,GEOFLUIDS,2017,-(-):-(SCI收录;)
[20].Deng,H.;Wu,L.Z.;Huang,R.Q.;Guo,X.G.;He,Q..FormationoftheSiwanliancientlandslideintheDaduRiver,China,LANDSLIDES,2017,14(1):385-394(SCI收录;EI收录;)
[21].Huang,R.Q.;Wu,L.Z.;He,Q.;Li,J.H..StressIntensityFactorAnalysisandtheStabilityofOverhangingRock,ROCKMECHANICSANDROCKENGINEERING,2017,50(8):2135-2142(SCI收录;EI收录;)
[22].Wu,L.Z.;Zhang,L.M.;Zhou,Y.;Li,B.E..Analysisofmulti-phasecoupledseepageandstabilityinanisotropicslopesunderrainfallcondition,ENVIRONMENTALEARTHSCIENCES,2017,76(14):-(SCI收录;EI收录;)
[23].Wu,L.Z.;Sun,P.;Huang,R.Q..AnalyticalAnalysisofPartiallySaturatedInfiltrationCoupledwithDeformationinaSemi-InfiniteRegion,INTERNATIONALJOURNALOFGEOMECHANICS,2017,17(6):-(SCI收录;EI收录;)
[24].Wu,L.Z.;Li,B.;Huang,R.Q.;Sun,P..Experimentalstudyandmodelingofshearrheologyinsandstonewithnon-persistentjoints,ENGINEERINGGEOLOGY,2017,222(-):201-211(SCI收录;EI收录;)
[25].Wu,L.Z.;Shi,J.S.;Xu,Q..Therainfall-inducedWuliporockslide,China:amodifiedmodelforrockslideinitiation,ENVIRONMENTALEARTHSCIENCES,2017,76(14):-(SCI收录;EI收录;)
[26].吴礼舟;李部;孙萍.甘肃甘谷裂隙泥岩剪切蠕变行为及其修正模型研究,地质力学学报,2017,23(6):923-934(CSCD收录;)
[27].何强;吴礼舟;李部;吴华登.拉剪倾倒型危岩失稳影响因素研究,河海大学学报.自然科学版,2017,45(3):235-242(CSCD收录;)
[28].李伟;吴礼舟;肖蓉.平推式滑坡中承压水的敏感性研究,工程地质学报,2017,25(2):480-487(CSCD收录;)
[29].王刚;孙萍;吴礼舟;石伦炎;祝恩珍.降雨诱发浅表层黄土滑坡机理实验研究,工程地质学报,2017,25(5):1252-1263(CSCD收录;)
[30].王刚;孙萍;吴礼舟;石伦炎;祝恩珍.灌溉作用下浅表层黄土滑坡变形破坏机理实验研究,地质力学学报,2017,23(5):778-787(CSCD收录;)
[31].李部;黄润秋;吴礼舟.类岩石脆性材料非闭合裂纹的Ⅰ-Ⅱ压剪复合型断裂准则研究,岩土工程学报,2017,39(4):662-668(CSCD收录;EI收录;)
[32].李绍红;吴礼舟;杨戒;王少阳.微震源定位的两步反演方法研究,岩石力学与工程学报,2017,36(7):1710-1717(CSCD收录;EI收录;)
[33].李绍红;王少阳;吴礼舟.基于MCS-TOPSIS耦合模型的岩体质量分类研究,岩石力学与工程学报,2017,36(5):1053-1062(CSCD收录;EI收录;)
[34].王启智;李炼;吴礼舟;黄润秋.改进巴西试验:从平台巴西圆盘到切口巴西圆盘,力学学报,2017,49(4):793-801(CSCD收录;EI收录;)
[35].Shi,J.S.;Wu,L.Z.;Wu,S.R.;Li,B.;Wang,T.;Xin,P..Analysisofthecausesoflarge-scaleloesslandslidesinBaoji,China,GEOMORPHOLOGY,2016,264(-):109-117(SCI收录;)
[36].Wu,L.Z.;Liu,G.G.;Wang,L.C.;Zhang,L.M.;Li,B.E.;Li,B..Numericalanalysisof1Dcoupledinfiltrationanddeformationinlayeredunsaturatedporousmedium,ENVIRONMENTALEARTHSCIENCES,2016,75(9):-(SCI收录;EI收录;)
[37].Wu,L.Z.;Zhang,L.M.;Li,X..One-DimensionalCoupledInfiltrationandDeformationinUnsaturatedSoilsSubjectedtoVaryingRainfall,INTERNATIONALJOURNALOFGEOMECHANICS,2016,16(2):-(SCI收录;EI收录;)
[38].Wu,L.Z.;Selvadurai,A.P.S..Rainfallinfiltration-inducedgroundwatertableriseinanunsaturatedporousmedium,ENVIRONMENTALEARTHSCIENCES,2016,75(2):-(SCI收录;EI收录;)
[39].Wu,L.Z.;Li,B.;Huang,R.Q.;Wang,Q.Z..StudyonModeI-IIhybridfracturecriteriaforthestabilityanalysisofslidingoverhangingrock,ENGINEERINGGEOLOGY,2016,209(-):187-195(SCI收录;EI收录;)
[40].Wu,L.Z.;Selvadurai,A.P.S.;Zhang,L.M.;Huang,R.Q.;Huang,Jinsong.Poro-mechanicalcouplinginfluencesonpotentialforrainfall-inducedshallowlandslidesinunsaturatedsoils,ADVANCESINWATERRESOURCES,2016,98(-):114-121(SCI收录;EI收录;)
[41].Wang,Q.Z.;Yang,J.R.;Zhang,C.G.;Zhou,Y.;Li,L.;Wu,L.Z.;Huang,R.Q..DeterminationofDynamicCrackInitiationandPropagationToughnessofaRockUsingaHybridExperimental-NumericalApproach,JOURNALOFENGINEERINGMECHANICS,2016,142(12):-(SCI收录;EI收录;)
[42].周杨;刘果果;白兰英;石伦炎;吴礼舟.降雨诱发黄土边坡失稳室内试验研究,武汉大学学报.工学版,2016,49(6):838-843(CSCD收录;)
[43].Wu,L.Z.;Huang,R.Q.;Xu,Q.;Zhang,L.M.;Li,H.L..Analysisofphysicaltestingofrainfall-inducedsoilslopefailures,ENVIRONMENTALEARTHSCIENCES,2015,73(12):8519-8531(SCI收录;EI收录;)
[44].Wang,Q.Z.;Yang,J.R.;Zhang,C.G.;Zhou,Y.;Li,L.;Zhu,Z.M.;Wu,L.Z..Sequentialdeterminationofdynamicinitiationandpropagationtoughnessofrockusinganexperimental-numerical-analyticalmethod,ENGINEERINGFRACTUREMECHANICS,2015,141(-):78-94(SCI收录;EI收录;)
[45].张群;许强;吴礼舟;李江.南江滑坡群体积的BP神经网络模型与预测,水文地质工程地质,2015,42(1):134-139(CSCD收录;)
[46].Li,Xu;Zhang,Li-Min;Wu,Li-Zhou.AFrameworkforUnifyingSoilFabric,Suction,VoidRatio,andWaterContentduringtheDehydrationProcess,SOILSCIENCESOCIETYOFAMERICAJOURNAL,2014,78(2):387-399(SCI收录;EI收录;)
[47].Wu,L.Z.;Selvadurai,A.P.S.;Huang,R.Q..Two-DimensionalCoupledHydromechanicalModelingofWaterInfiltrationintoaTransverselyIsotropicUnsaturatedSoilRegion,VADOSEZONEJOURNAL,2013,12(4):-(SCI收录;EI收录;)
[48].李海亮;黄润秋;吴礼舟;方正.非均质土坡降雨入渗的耦合过程及稳定性分析,水文地质工程地质,2013,40(4):70-76(CSCD收录;)
[49].李佳壕;吴礼舟.危岩应力强度因子的计算研究,工程地质学报,2013,21(2):236-242(CSCD收录;)
[50].唐延贵;吴礼舟.粉质砂土的土-水特征及一维应力变形试验研究,长江科学院院报,2013,30(10):62-65(CSCD收录;)
[51].Huang,R.Q.;Wu,L.Z..Analyticalsolutionsto1-Dhorizontalandverticalwaterinfiltrationinsaturated/unsaturatedsoilsconsideringtime-varyingrainfall,COMPUTERSANDGEOTECHNICS,2012,39(-):66-72(SCI收录;EI收录;)
[52].Wu,L.Z.;Huang,R.Q.;Xu,Q..Incorporatinghysteresisinone-dimensionalseepagemodelinginunsaturatedsoils,KSCEJOURNALOFCIVILENGINEERING,2012,16(1):69-77(SCI收录;EI收录;)
[53].Wu,L.Z.;Zhang,L.M.;Huang,R.Q..Analyticalsolutionto1Dcoupledwaterinfiltrationanddeformationintwo-layerunsaturatedsoils,INTERNATIONALJOURNALFORNUMERICALANDANALYTICALMETHODSINGEOMECHANICS,2012,36(6):798-816(SCI收录;EI收录;)
[54].李海亮;吴礼舟;黄润秋;王玉川.降雨条件下双层土坡的模型实验研究,长江科学院院报,2012,29(10):102-107(CSCD收录;)
[55].吴礼舟;黄润秋.非饱和土渗流及其参数影响的数值分析,水文地质工程地质,2011,38(1):94-98(CSCD收录;)
[56].吴礼舟;黄润秋.一维非饱和土热一湿耦合的数值解,水土保持研究,2011,18(4):211-213(CSCD收录;)
[57].许强;吴礼舟;张莲花.冻融循环作用下非饱和黏土的抗剪强度试验,成都理工大学学报.自然科学版,2011,38(3):334-338(CSCD收录;)
[58].吴礼舟;黄润秋.非饱和土渗流-变形耦合的数值分析,土木建筑与环境工程,2011,33(3):63-67(CSCD收录;EI收录;)
[59].吴礼舟;黄润秋.考虑地表变流量的非饱和土渗流耦合的解析分析,岩土工程学报,2011,33(9):1370-1375(CSCD收录;EI收录;)
[60].吴礼舟;许强;黄润秋.非饱和黏土的冻胀融沉过程分析,岩土力学,2011,32(4):1025-1028(CSCD收录;EI收录;)
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