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大小:2.07 MB
页数:69页
时间:2019-02-28
《成绵乐客运专线超长钢轨存放地基设计和变形分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、一————————————————————————————————————~一-。_西南交通大学硕士研究生学位论文第1I页AbstractOperationalmileageofourcountry’Shighspeedrailwayisfarfromtherequirementsofeconomyandsociety,whichledOurgovernmenttohaveformulated“Long.termrailnetworkplanning”.Chengdu—Mianyang-LeshanPassengerDedicat
2、edLineislim血gMianyangandLeshan,whichChengduplayingahubinthemiddle.Itisthefirstinter-cityrailwayinMidwestandisbuiltafterWenchuanEarthquake.BasedonChengdu-Mianyang-LeshanPassengerDedicatedLine,subgradedesignanddeformationofultra-longrailstoragesiteisstudied.1)Geological
3、explorationorultra·longrailstoragesiteWascarriedout.Physicalandmechanicsparametersofsubgradesoilaledeterminedthroughdrill—holesampling,standardpenetrationtestandaseriesofindoorsoiltest.2)Subgradeofstoragesitewasdesignedbasedonphysicalandmechanicsparametersobtained·Set
4、tlementcanbecontrolledbychangingthelength,diameterandspacingofpiles,SOastoguaranteethesmoothnessrequirementforstoringultra.10ngrails.3)FiniteElementMethodsoftwareABAQUSisusedtobuildmodel.inw撕chsubgradesoilisconsideredasidealelastoplasticbodyandgradebeamaswellasCFGpiIe
5、isconsideredaslineelastomertosimulatedeformationofsubgradeunderloadsofultra.10ngrails.Preparationworkanddesignprocessofsubgradeforultra-longrailstoragesiteisstudiedandFoundationreinforcementmethodissummarized.Researchresultscarlprovidereferenceforsimilarprojects.Keywo
6、rds:Ultra—longRail;GradeBeam;CFGPile;numericalsimulationIfIffffffifffff』IfIIIIlJIIIJIlIIIII_西南交通大学硕士研究生学位论文第1II页目录第1章绪论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.1选题背景⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.2研究现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.21.2.1岩土工程勘察现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。21.2.2CFG桩应用现
7、状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯31.2-3地基处理现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯41.2.4超长钢轨存放现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯一51.3研究内容⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.5第2章工程概况和地质概况⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.72.1地质勘察勘探点布设⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.72.2自然地理概况⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯72.3区域地理概况⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
8、⋯⋯⋯⋯82.4场地地层岩性⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯82.5地基土物理力学性质⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.92.6场地水文地质条件⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯l12.6.1地下水⋯⋯⋯⋯
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