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ID:36354027
大小:3.29 MB
页数:105页
时间:2019-05-10
《地震作用下斜坡动力响应及稳定性研究》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地震作用下斜坡动力响应及稳定性研究姓名:任自铭申请学位级别:硕士专业:道路与铁道工程指导教师:姚令侃20070901西南交通大学硕士研究生学位论文第1I页ABSTRACTThere批alotofmountaimand翱r11】q洳in0111"eotmtry.Inevitably,theywillbringalotofslopeproblemsl'elatlXlto∞rthq哪Ike.EspeciallywhentheGreatDevelopmentoftheWestWaSimplemented,there龇删
2、teanumbaofgeoteehnicalEngineeringwillbebuiltinthestrongmotionar跪Seismicstabilityofrockandgroundslopeproblemisbecomingmoreandmoleremarkable.Duringthelongtermoftheslopestabilityanalysis,howtoaccuratelyconsiderthefunctionoftheealtlaquakeandfindapracticaleconomicdesignmetho
3、dstillpuzzleda喀,m∞血gfielduptonow.Byfar,therealeafewresc卸claesonthissubjectin‰‰Ea棚lqllakeResistanceDesignofslopeisstill砒astageofexperience,whichbadlyaffectthereliabifity、economicandscientificpropertyofthedesign.So,theslopedynamicresponse、themechanismofoutofstabilityandsl
4、opestabilityestimationunderSeis】fllic:excitationsshouldbeflllthel"studied.弛studycannotonlyimpelthedevelopmentandinnovationof.glopestabilitytheoryunderseisllaicexcitations.butalsoc趾providedecision-making、plan翻砸constructionteelmicalassistanceforgeoteelmicalEngineeringeons
5、truetio也Scopeandproduetioastudiedinthepaperasfollows=1.Researchedslopeclynamieresponsewithshakingtablemodeltest,discussedtheproblemssuchasDynamicSimifitudeLawandthetreatingofbotmdaryconditionetc.Exploredthetestingtechnologyofresearelaingslopedylmlicpropertyanddyllamicre
6、sponsewithshakingtablelmodeltest.2.Analyzedthefactorsinfluencingtheslopedynamicprolmtyandtheprinciplesofslopedynamicresponseusingtheresultofmodeltest.Availablecalculationmethodfornumeriealmodelingwefevalidatedandcompletedatthe,翻lllaetime.3.Calculatedandestimatedthestabi
7、lityandthemeelmismofoutofstabilityinthein-situspotlandslide(LaYueLandslide)under∞i锄icexcitationsusingtheFiniteDifferenceT'mae-historyanalysismethodthathasbeenvalidatedandcompleted.4.StudiedthefaCtOl'Ssuchasslopeheight、slopegrade、slopeshapeandtlleincidenceangleofseismicw
8、avesete,thatwillinfluencetheslopeclymmieresponseandstabilityunderseismicexcitations.Severalsuggestionswhichhav
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