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ID:33212897
大小:16.44 MB
页数:80页
时间:2019-02-22
《京沪高速铁路cfg桩复合地基路基沉降预测分析》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、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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