堆载作用下既有桥梁群桩基础承载特性分析-(5738)

堆载作用下既有桥梁群桩基础承载特性分析-(5738)

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时间:2019-02-22

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1、万方数据西南交通大学硕士研究生学位论文第1I页部结构沉降变形自动化监测系统,分析了各桥墩基础沉降变形变化规律,评估了其服役状态:为服务线路运营安全发挥了重要的指导作用。关键词:深厚软土区;群桩基础;堆载;承载力;固结万方数据西南交通大学硕士研究生学位论文第1II页AbstractWiththesustainabledevelopmentofrailway,highwayconstructionscaleinourcountryandtotalmileageofrailway,roadBridgesisgrowing,butduetothelimitationo

2、fvariousfactorssuchasconstructionconditionsandenvironment,naturalfillingsoilandtheconstructionofthediscardfillinglargeaccumulationaroundthebridgepilefoundationoftenappear.Therearetwoaspectsoftheresultsinfillingpileloadmainly.Ontheonehand,bridgepilefoundationledtobendingdeformation,w

3、hichwascausedbyhorizontaldisplacementofpiletosoil,resultingintheupperstructuredeviationthatCan’tevennormallywork;ontheotherhand,thePilemakesthefurtherconsolidationofsoilandcausesthesoilandpilebodyrelativedisplacementSOthatproducelargernegativefrictionresistance,andthusthebearingcapa

4、cityofpilefoundationandproduceunevensettlement.Asyoucarlsee,theadverseimpactoftheeffectonbridgepilefoundation,pileloadbearingcapacityanddeformationposeaseriousthreatonrailwaytransportationandpeople’Slifeandpropertysafety.Sotheexistingbridgepilegroupfoundationundertheinfluenceofpilel

5、oadbearingcharacteristicsanddeformationlaw,evaluatewhetheritisnecessarytomeettherequirementsofthedesignbearingcapacityanddeformation.Thesummarybasedontheanalysisoftheimpactinrecentyearsathomeandabroad,isdeducedbytheelastictheoryunderdifferentpileloadlevel,pileloaddistancetheoretical

6、calculationformulaofbearingcapacityofpilefoundation;Corresponding、析ththetheoreticalcalculation,theestablishmentofthree—dimensionalfiniteelementmodel,itisconcludedthatthesinglepileandthepilegroupwithheaploadlevelandthedistancechangeofpilefoundationbearingcapacityanddeformationlawofde

7、velopment;Onthisbasis,theanalysisofthepilefoundationofpileandsoilinthethreedimensionalfiniteelementconsolidation.forpilefoundationsettlementandinternalforcealong谢也thetimedevelopmentregularity,andcomparesthem嘶ththefieldmeasureddataanalysistoprovethevalidityoftheanalysis.themainresear

8、chresultsofthepaper

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