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ID:36491955
大小:2.07 MB
页数:69页
时间:2019-05-11
《云南新平芭蕉树滑坡工程地质特征及成因机理研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、西南交通大学硕士学位论文云南新平芭蕉树滑坡工程地质特征及成因机理研究姓名:李传宝申请学位级别:硕士专业:地质工程指导教师:程谦恭20070401西南交通大学硕士研究生学位论文第lI页AbstractBajianshulandslide,whichhappenedat8:30,on14tbofAugnst,2002,waslocatedinXinping,YunnanProvince.ThelanslidedestroyedtheVillageofBajiaoshu,with8diedand3lost.
2、Inthispaper,BajiaoshulandslideWasstudied.BasedOIlin-sitegeologicalsurveyandtheanalysisofgeologicaldata,engineeringgeologycharacteristicsoflandslidewereexpatiatedparticularly,andgeo-mechanicalmodeloflandslideWasproposed.Physicalparametersofmainrockswcreo
3、btainedbyrocktestsandgeologicalallalogism.TheimpactOnslopestabilityofundergroundwaterwasanalysedbylimitequilibriummethod.Andthestartingvelocityunderwater-cushioninfluenceandmaximalslidingvelocityweregainedbyEnergyConservationTheory.Propertiesofstress,di
4、splacementandtheextensionoffailedregionsoftheslopebothundernaturalstateandinrainstormstage,werecalculatedbyFLACinthispaper.TheprimalslopeofBajiaoshulandslide,whichWasconsequentslpoe,Wascomposedofbiotite-plagioclasegneiss,whilepaperydolomiteschistexisted
5、asapieceofinterlayer.Thecompositionofslopewasprovidedwiththethree-plypropertyofuphard-mid∞n.dm阳hardasapieceofhamburger.Theuphardrocknlhasscouldeasilyslipcreeplyalongthesoftlayer,whichledcrackoccuringintheupsideofslope.ThedeformationofslopeWasrestrainedb
6、yformerhardrockmass,whichactedasalockedsegment。be.,v.擅usethesoftlayerdidn’tcontacttheaiLSoageo-mechanicalmodelofupsidefracturing-midsliding-underlucking-upWasintroducedtoBajiaoshulandslideinthispaper.ThelandslideWascontrollednotonlybyspecialcompositiono
7、fmaterial,butalsomechanicalcharacteristicsandinterfacesofrockmass.Undertheactionofgravity,theslopedeteriorated肿du枷y.Rainstormgeneratedhighporewaterpressureinback-crackandsoftlayer,whichtriggeredthelandslide.Theresultsoflimitequilibriummethodshowedthatth
8、eslopeWasstablewithoutconsiderationoftheactionofundergroundwater,buttheslopefailedwhiletakingtheinfluenceofunder孽oundwaterintoaccount.ThevelocityatthetimeofslidingmassshearingoutandthemaximalvelocitywereobtainedbyEnergyConservati
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