京沪高速铁路cfg桩复合地基路基沉降预测分析

京沪高速铁路cfg桩复合地基路基沉降预测分析

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时间:2019-02-22

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1、西南交通大学硕士研究生学位论文第

2、

3、页AbstractWiththerapiddevelopmentofhigh-speedrailway,thequalityofrailwaysubgradestabilityhasbeendemandmorestringent.However,thesettlementofhigh—speedrailwaysubgradeisanimportantaspectforstabilityevaluation,especiallythefactoryafterthesettlementcontrolis

4、inverystrictcontr01.ThispaperresearchtheCFGpilecompositefoundationsettlementofsubgradeaboutthePeking-Shanghaihighspeedrailway,analyzingthetheoryofsoftsoilfoundationdeformationandtheconceptofpost—constructionsettlementrailwayroadbed;Focusonsubsidenceprediction,usingthefo

5、rmerengineeringmeasureddatatopredictthesettlementrules;Becausesubgradesettlementscaleofthehigh-speedrailwaytrackissmallandfluctuations,inordertoimprovethetraditionalhyperbolamethod,exponentialcurvemethod,combiningwiththreepointmethodtosolvetwokindsofcurvemodel.Thispaper

6、isbasedonengineeringsettlementobservationdataofthePeking-Shanghaihigh-speedrailway咖ckDK511+787~DK513+050sections.ThesubsidencepredictionresultsofDK512+625sectionshowthattheimprovedhyperbolicmethodselectionatthreetimesintervalislarger’andtheaccuracyofsubsidenceprediction

7、isbetter.Improvingtheinitialtimepointselectionintheexponentialcurvemethodbeforethesubgradefillingiscompleted,theaccuracyofsubsidencepredictionisbetterbyselectingalargertimeinterval.TheoriginaldataintheGM(1,1)greypredictionmethodshouldbechosenbeforetheroadbedfillingiscom

8、pleted,andtheoriginaldatasequenceselectingisinalargertimeinterval(theproposedintervalisbiggerthan28d).TheoriginalsequencenumberonlyfiveCanachievegoodpredictionresults;Theallconclusionsabovewereappliedtotheothersectionofthesegment,andtheresultsshowedthatthethreekindsofpr

9、edictionmethodshavegoodapplicabilityinthesegment;ThefinalsettlementdatausingtheGM(1,1)greypredictionmethodisbetweenusingtheimprovedhyperbolicmethodandusingtheexponentialcurvemethod.ThepredictionaccuracyusingtheGM(1,1)greypredictionmodelishigherthanusingthesegmentmodifie

10、dhyperbolamethodandusingtheexponentialcurvemethod,andthereisacertainreferencevalueaboutsubsidencepredictionfor

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