新建云桂铁路丘北南盘江双线持大桥工程地质条件-研究

新建云桂铁路丘北南盘江双线持大桥工程地质条件-研究

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时间:2019-02-28

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1、西南交通大学硕士研究生学位论文第1I页AbstractWiththeincreaseoftheamountofrailwaysbuiltinthemountains,andwiththeexperienceofconstructingbeinggathered,technologybeingmatured,constructingrailwaysover200km/hinthemountainshasalreadybeenimperative.Variousengineeringproblemshavebeenwidelydeveloped

2、inthoseareas,basedontheexperienceofconstructingrailwaysinthesouthwestofChina,suchaslandslide,rockfalls,debrisflows,karstlandformandlandsubsidence,workedoutsection,harmfulgas,highstressedareasandproblemssoils-redclay,rocksalt,expansivesoil(rock)andsoftsoilarealsoverycommon.

3、Eachofthemwouldendangerthesecurityoftherailways,thusbringmuchinconveniencetotheconstructionoftherailways.Soitisverynecessarytodelveintothegeologicalengineeringconditionsfortheconstructionofgrandbridgeforrailwaysinthecanyonfield,especiallywiththedevelopmentoffaults.Thispape

4、rtakestheEngineeringGeologicalconditionsofDouble-trackBridgeontheNanpanRiverofQiubeiforresearchobjectandmakesanappraisementontheengineeringgeologicalconditionsofthebridgethroughfieldinvestigation,collectingandverifiedtheengineeringgeologicaldata,analyzingtheresultinsitutes

5、tandconstructionstatus,andmakesananalysisaboutthemajorengineeringgeologicalproblemsencounteredduringtheinvestigationandconstructionofthebridgewhichCallfallintofourpart:(1)Dependingontfieldinvestigationandlaboratorytestresults,thisthesispointedoutthegeologicalengineeringpro

6、blemslikelytobeencounteredduringthedesigningandconstruction,andcomeupwithcorrespondingcontrolmeasures.(2)Thisthesisanalysesthegeologicalengineeringfeaturesinschemesofdifferentbridgesites,anddemonstratestherationalityofthecurrentschemesofbridgelocation.(3)Thestabilityoftheb

7、ankslope,whichcaninfluencethatofthebridge,hasbeenstudiedbystereographicprojectionandfiniteelementnumericalanaloganalysistechnique,andaseriesofproblemsabouttestthedesignandconstructionwhichshouldbepaidattentionhasbeenpointedout.(4)BasedontheanalyzeofresultofPlateLoadtest,th

8、isthesispointsoutthatthe5撑pier’Snaturalfoundationsuffersaninadequacyofbearingcapacitybeca

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