中科院地质与地球物理研究所研究生导师简介:祁生文

　[29]姚攀峰,张民,张振刚,祁生文.2005,非饱和土土力学工程应用方法.工程地质学报.13(3),346-352.(CSCD)
　　2004
　　[28]ShengwenQi*,FaquanWu,FuzhangYan,HengxingLan.2004,MechanismofdeepcracksintheleftbankslopeofJinpingfirststagehydropowerstation.EngineeringGeology,73,No.1-2,129-144.(SCI&EI)(IF:0.687)
　　[27]祁生文*,伍法权.2004,江垭水库大坝及近坝山体抬升发展趋势.岩土工程学报.Vol.26,No.2,259-262.(EI&CSCD)
　　[26]祁生文*,伍法权,丁振明,刘彤.2004,从工程地质类比的角度看锦屏一级水电站左岸深部裂缝的形成.岩石力学与工程学报,Vol.23,No.8,1380-1384.(CSCD)
　　[25]祁生文*,伍法权,刘春玲,丁彦慧.2004,地震边坡稳定性的工程地质分析.岩石力学与工程学报.Vol.23,16,2792-2797.(CSCD)
　　[24]刘春玲,祁生文*,赵法锁.2004,某边坡地震稳定性的拉格朗日元分析.岩石力学与工程学报.Vol.23,16,2792-2797.(EI&CSCD)
　　[23]祁生林,祁生文*,伍法权.2004,基于剩余推力法的地震滑坡永久位移研究.工程地质学报.Vol.12,No.1,63-68.(CSCD)
　　[22]祁生文*,聂洪峰,严福章,刘春玲.2004,茅坪滑坡稳定性的尖点突变分析.工程地质学报.Vol.12,Suppl.,519-522.
　　[21]黄骁,祁生文*,孙进忠.2004,山脚建筑物场地边坡稳定分析评价.工程地质学报.Vol.12,Suppl.,297-301.
　　[20]刘春玲,赵法锁,祁生文*,孙伟清.2004,单桩桩土相互作用及荷载传递机理探讨.工程地质学报.Vol.12,Suppl.,406-410.
　　[19]孙进忠,祁生文,张辉.2004,瑞雷波探测方法在工程无损检测中的应用.工程地质学报.Vol.12,Suppl.,427-432.
　　2003
　　[18]QIShengwen*,WUFaquanandSUNJinzhong.2003,Generalregularityofdynamicresponsesofslopesunderdynamicinput.ScienceinChina,SeriesE,Vol.46,Supp.,120-132.(SCI&EI)
　　祁生文*,伍法权,孙进忠.2003,边坡动力响应规律研究.中国科学（E辑）Vol.33,Supp.,28-40.
　　[17]伍法权,祁生文*.2003,江垭水库大坝及近坝山体抬升变形机理.岩土工程学报.Vol.25,No.4,449-454.(EI&CSCD)
　　2002
　　[16]祁生文*,伍法权,兰恒星.2002,盘石头水库泄洪洞、导流洞进出口高边坡稳定性分析.岩石力学与工程学报,Vol.21,No.3-353-359(CSCD)
　　[15]祁生文*,伍法权,兰恒星.2002,锦屏一级水电站普斯罗沟左岸深部裂缝成因的工程地质分析.岩土工程学报.Vol.23,No.5,596-599.(EI&CSCD)
　　[14]祁生文*,伍法权.锦屏一级水电站普斯罗沟左岸深部裂缝变形模式.岩土力学2002,Vol.23,No.6,817-820.(CSCD)
　　[13]祁生文*,孙进忠,何华.2002,瑞雷波勘探的研究现状及展望.地球物理学进展,.Vol.17,No.4,630-635.(CSCD)
　　[12]伍法权,祁生文*.2002.江垭模式—水库蓄水引起大坝抬升变形实例简介.岩土工程界,6(1),27-29.
　　[11]聂洪峰,祁生文*,孙进忠.2002,重庆市区域稳定性层次分析模糊综合评判.工程地质学报,Vol.10,No.4,408-414.(CSCD)
　　2001
　　[10]祁生文,郑惜萍,孙进忠.2001,夯扩异形桩施工振动效应分析.工程地质学报,Vol.9,No.3,326-330(CSCD)
　　[9]祁生文,伍法权,严福章,2001,阿坝铝厂地基与边坡稳定性预测.岩土工程学报,Vol.23,No.6.659-663.(EI&CSCD)
　　[8]祁生文,孙进忠,万志清,2001,瞬态瑞雷波勘探方法的一点改进.辽宁工程技术大学学报,20(4):466-468.
　　[7]兰恒星,祁生文,伍法权,李文纲,2001,溪洛度水电站干海子滑坡非线性动力学模拟.湘潭矿业学院学报.Vol.16,No.3:5-10.(EI)
　　[6]万志清,秦四清,祁生文.2001.桂林市岩溶塌陷及防治.工程地质学报,Vol.9,No.2,199-203.(CSCD)
　　[5]SunJinzhong,TanHanhua,QiShengwen,WangShuli.2001.FrequencyAnalysisofHeavyTampingVibration.JournalofChinaofGeosciences,Vol.12,No.2,150-154.(EI)
　　[4]谭捍华,孙进忠,祁生文.强夯振动衰减规律的研究.工程勘察.2001,No.5,11-14
　　2000
　　[3]孙进忠,谭捍华,祁生文,2000,影响强夯地面振动衰减的因素分析.中国地质大学研究生院学报—现代地质,14(2):230-234
　　[2]孙进忠,谭捍华,祁生文,2000,强夯振动的频域分析.岩土工程学报,22(4):412-415.(EI)
　　[1]孙进忠,谭捍华,祁生文.2000.强夯振动研究中震源体边界的确定.工程地质学报,8,suppl.,369-371.
　　会议论文
　　2012
　　[25]QiShengwen*,WuFaquan.SongYuhuanandLiZhiqing.ReactivationofanoverlookedlandslideinsiteofpowerplantofShawanhydropowerstation,Sichuan,China.InLandslidsandengineeredslopesProtectingSocietythroughImprovedUnderstanding.675-680.Editors:ErikEberhardt,CoreyFroese,A.KeithTurnerandSergeLeroueil.Proceedingsofthe11thinternationaland2ndnorthAmericanSymposiumonLandslidesandEngineeredSlopes,Banff,Canada,3-8June,CRCPressTaylorandFrancisGroup,ISBN978-0-415-63302-4.
　　[24]QiShengwen*,YanChanggen,andLiuChunling.Twotypicaltypesofearthquaketriggeredlandslidesandtheirmechanisms.InLandslidsandengineeredslopesProtectingSocietythroughImprovedUnderstanding.1819-1823.Editors:ErikEberhardt,CoreyFroese,A.KeithTurnerandSergeLeroueil.Proceedingsofthe11thinternationaland2ndnorthAmericanSymposiumonLandslidesandEngineeredSlopes,Banff,Canada,3-8June,CRCPressTaylorandFrancisGroup,ISBN978-0-415-63303-1.
　　2011
　　[23]QiShengwen*,WuFaquan.Numericalsimulationexcavationdisturbedzone(EDZ)ofgranitegneissdamfoundationinhighgeostressarea-acasefromXiaowanhydropowerstation,China.InEnvironmentalGeosciencesandEngineeringSurveyforTerritoryProtectionandPopulationSafety,176-176.InternationalConferenceEngeoPro-2011,Moscow,6-8.09.2011,ISBN978-5-903926-20-6
　　[22]SongYuhuan,QiShengwen*,HuangRunqiu.Deformationandstabilityoftheoutletslopeofwaterdiversiontunnel,theflooddischargetunnelandthetailwatertunnelatrightbankoffirstlevelhydropowerstationofJinping.InEnvironmentalGeosciencesandEngineeringSurveyforTerritoryProtectionandPopulationSafety,114-114.InternationalConferenceEngeoPro-2011,Moscow,6-8.09.2011,ISBN978-5-903926-20-6
　　2010
　　[21]ShengwenQi*,FaquanWuandChunlingLiu,2010,Effectsofsinglefaceslopeonseismicgroundresponses,3461-3468,InGeologicallyActive–Williamsetal.(eds)Taylor&FrancisGroup,London,ISBN978-0-415-60034-7,
　　[20]ChunlingLiu,ShengwenQi*andLiqiangTong,Distributionofgroundwaterdischargepointsinkarsticmountainousterrain,SouthwestChina,4279-4285,InGeologicallyActive–Williamsetal.(eds)Taylor&FrancisGroup,London,ISBN978-0-415-60034-7
　　[19]ChanggenYan,FaquanWu,TongLiu,ShengwenQi,Unloadingphenomenacharacteristicsinbrittlerockmassesbyalarge-scaleexcavationindamfoundation,3889-3896,InGeologicallyActive–Williamsetal.(eds)Taylor&FrancisGroup,London,ISBN978-0-415-60034-7
　　[18]祁生文、伍法权、宋胜武、巩满福."锦屏深裂缝"现象及其工程地质意义，夏才初主编，和谐地球上的水工岩石力学——第三届全国水工岩石力学学术会议，上海，同济大学出版社，2010，399-404.
　　2009
　　[17]ShengwenQi*,FaquanWu,JianfengChai,Deepseatedcracksdevelopedinthehigh-steepslopesaroundeasternmarginofQinghai-TibetPlateau,ProceedingsoftheinternationalSymposiumandthe7thAsianRegionalConferenceofIAEG(EditedbyRunqiuHuang,NiekRengersetal),Sept.9-11,2009,Chengdu,China.376-376.
　　[16]JianyouLiu,FaquanWu,ShengwenQi*andXiaoqiangYi,KeyEngineeringGeologicalproblemsinconstructionofundergroundpowerhouseofJinpingIHydropowerstation,274-274,ProceedingsoftheinternationalSymposiumandthe7thAsianRegionalConferenceofIAEG(EditedbyRunqiuHuang,NiekRengersetal),Sept.9-11,2009,Chengdu,China.274-274.
　　[15]YulingShi,ChanggenYan,ShengwenQi*andFaquanWu,HistrocigeologymethodanalysisstabilityofMoluocunLandslide,281-285,ProceedingsoftheinternationalSymposiumandthe7thAsianRegionalConferenceofIAEG(EditedbyRunqiuHuang,NiekRengersetal),Sept.9-11,2009,Chengdu,China.281-285.
　　2008
　　[14]ShengwenQi,ZhongQiYueandChun-lingLiuZhong-huaChang,InstabilityofCutSlopesComprisingDeepWeatheredArgillaceousLimestoneinNewFengjieCountyonthreeGorgesReservoirinCentralChina.KyojiSassa,ProceedingsofTheFirstWorldLandslideForum18-21November2008,UnitedNationsUniversity,Tokyo,Japan,PosterSessionVolume,95-99.
　　[13]ShengwenQi,ZhongQIYueandChunlingLiu.GroundenvironmentalproblemsencounteredduringdevelopmentofanewtownforresettlementofhugenumberofpeoplebeforeimpoundingofThreeGorgesReservoironYangtzeRiverinChina.WorldEngineeringConference.2008InBrazil
　　[12]LiqiangTong,ShengwenQi*,ChunlingLiu,RemotesensingbasedinvestigationoflandslidesinHimalayamountains.KyojiSassa,ProceedingsofTheFirstWorldLandslideForum18-21November2008,UnitedNationsUniversity,Tokyo,Japan,ParallelSessionVolume,593-594.
　　[11]ChunlingLiu,LiqiangTongandShengwenQi.Remotesensingbasedinvestigationofrockdesertificationdevelopmentinkarstmountainousregion,SouthwestChina.WorldEngineeringConference.2008InBrazil
　　2007
　　[10]祁生文*，刘春玲,2007.单面边坡动力稳定性分析简化算法.全国边(滑)坡工程建设与防护技术交流研讨会，深圳，342-348.
　　[9]祁生文*，伍法权，王大国，李晓，李守定.2007.岩石隧道掘进机(TBM)的施工速度(AR)与围岩分类.隧道、地下工程与岩石破碎学术研讨会论文集.大连,67-76.
　　[8]姚攀峰,祁生文*,张明，张震刚.2007.非饱和土土压力理论工程应用化探讨.全国岩土工程大会，武汉.
　　2006
　　[7]ShengwenQi,FaquanWu,ChanggenYan,ZhupingShen.2006,ImpactsofInundationofHouziyanReservoironZangNationalityBlockhouseGroupRelicsalongtheDaduRiver.WorldEnvironmentalandWaterResourcesCongress2006(CD)(ASCE)
　　2005
　　[6]QiShengwen,WuFaquan,ChangZhonghua,LiuHaiyan.2005,MechanismofdeformationmodeofnearhorizontallayerbankslopeofFengjiecounty,Threegorges.InternationalSymposiumonlastestnaturaldisasters-newchallengesforengineeringgeology,geotechinicsandcivilprotection.Sept.5-8,Sofia,Bulgaria,89-89(fulltextinCD)
　　2004
　　[5]伍法权,祁生文*.2004,岩质高陡边坡卸荷变形破坏的锦屏模式.工程地质力学研究,北京,地质出版社.32-44.
　　2001
　　[4]祁生文*,孙进忠,冯伟,2001.多道瞬态瑞雷波勘探及其工程应用.中国工程地球物理检测技术,中国地球物理学会工程地球物理专业委员会编著.地震出版社,14-19.
　　1999
　　[3]孙进忠,祁生文,郭铁栓.1999:漳州后石电厂强夯工程地基强夯效果的瞬态瑞雷面波检测.建筑工程检测文集.冶金工业出版社,153-161
　　[2]孙进忠,谭捍华,祁生文.1999.强夯地基处理振动监测与分析.建筑工程检测文集,冶金工业出版社166-171
　　[1]孙进忠,郭铁拴，祁生文，赵鸿儒，庄进跃，蔡宗文.1999.漳州后石电厂工程地基强夯效果的瞬态面波检测.见程国栋主编:山的呼唤—工程地质与可持续发展张咸恭教授八十华诞暨从事工程地质工作六十年庆贺文集.地震出版社，483-490.