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1、第26卷第2期黃健敏,等:皖南山區(qū)典型順層滑坡形成機(jī)制研究13l學(xué)與工程學(xué)報,2002,21(1):48-51.2012,(2).[26】RennengBi,DominikEhret,Wei[20]陳建宏,鐘福生,楊珊.基于有限元[23]孟衡.基于SLOPE/W-~模糊評判的Xiang,JoachimRohn,Markus折減強度法與極限平衡法結(jié)合的巖質(zhì)邊坡穩(wěn)定性分析對比研究[J]_Schleier,JiweiJiang.Landslide巖質(zhì)邊坡穩(wěn)定性分析fJ].科技導(dǎo)報,礦業(yè)快報,2008,(9).reliabilityanalysisbasedo
2、ntransfer2012,(1】).[24】JosephF.Labuz.Mohr-Coulombcoeficientmethod:Acasestudyfrom石豫川,馮文凱,馮學(xué)鋼,蘭波.國道FailureCriterionArnoZang[J].RockThreeGorgesReservoir[J].Journalof108線某段緩傾角順層邊坡變形破MechanicsandRockEngineeringEaChScience,2012,23,(2):187-198.壞機(jī)制物理模擬研究[J】_成都理工,2012,45(6):975-979.[27]鄭
3、靜.滑坡穩(wěn)定性評價的方法及標(biāo)大學(xué)學(xué)報(自然科學(xué)版),2003,(4).[25】常士驃,張?zhí)K民.《工程地質(zhì)手冊》第準(zhǔn)【J】.中國地質(zhì)災(zāi)害與防治學(xué)報,[22]袁家瑋,朱朝輝.有限元與極限平衡四版[M】.北京:中國建筑工業(yè)出版2006,(3).結(jié)合分析邊坡穩(wěn)定性fJ].安徽建筑,社.2007.STUDYoNFoRMATIoNMECHANISMoFTYPICALBEDDINGLANDSLIDEINTHEMoUNTAINoUSAREAoFSoUTHANHUIHUANGJian-min,PANGuo-lin,LU0Yun-feng九.PublicGeologica
4、lSurveyManagementCenterofAnhuiProvince,Hefei,Anhui230001,China;2.StateKeyLabofGeohazardPreventionandGeoenvironmentProtectionChengduUniversityofTechnology,Chengdu.Sichuan610059.China)Abstract:TheNiaoquepinglandslideisatypicalbeddingrockylandslideintheSouthAnhuimountainousarea,who
5、sedeformationaldestructionisinamodeofsliding—bendingandinaprocessdividedintothreestagesasinitialslopeformation,surfaceunloadingrebound,overlyingrockmassmovement,underlyingrockmassupliftandbending,slidingfaceoveralltakingformandlandslidemassinstabilityanddestruction.Thelandslidef
6、ormed200malongriver.a(chǎn)nd700minlengthwisedirection,andaboutaaccumulationbodyof200×104m,jammedtheDayuanRiverandrechanneledit.Keywords:beddinglandslide;Niaoquepinglandslide;SouthAnhuimountainousarea;formationmechanism(上接第119頁)GRoUNDPENETRATINGRADARAPPLIEDINTREATMENToFSUBSIDENCEINACI
7、TYSHIYan—zhao,ZHANGGuo-hongnIstituteofGeoanalvsisofAnhuiProvince,Hefei,Anhui230001.China,"2.InstituteofGeophysicalandGeochemicalSurveyTechnologyofAnhuiProvince,Hefei,Anhui230022,ChinAbstract:Groundpenetratingradarisameanstodetectinternalstructureanddistributionlawofundergroundme
8、diumbybroadbandhigh.frequencyelectromagneticwav