[交通运输] AJackingForceStudyofCurvedSteelPipeRoofinGongbeiTunnelCalculationReviewandMonitoringDataAnalysis

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AJackingForceStudyofCurvedSteelPipeRoofinGongbeiTunnelCalculationReviewandMonitoringDataAnalysis.pdf
Jackingforceisoneofthecrucialparametersforpipestructuredesign,selectionofpipejackingmachineandshaftstructuredesignduringjackingprocess.Topredictthejackingforcemoreaccurately,thispapersummarizesfourcalculationmethodsofcurvedjackingforce.TheJapanMicroTunnelingAssociation(JMTA)MethodisbasedonTerzaghiarchingtheorywithfullcontactbetweenpipeandsoil.WhiletheHertzcontactmethodisbasedonthepartialcontactmodel.ShimadamethodandPerssoncontactmethodconsidertheinfluenceoffrictionalresistanceofpipe-soilandpipe-mudconcurrentlyinthestableconditionofexcavationcavity.ByfieldmonitoringofjackingforcedataindifferenttypesofsoilandcoverdepthinthecurvedpipejackingroofofGongbeitunnel,thecutterheadresistance,dynamicandstaticfrictionalresistancehavebeenanalyzed.Also,theadditionalfrictionalresistancecausedbystoppageeffecthasbeenpresented.Theresultsshowthatthemudpressureismoreconvenienttocalculatethecutterheadresistancethanactivesoilpressure.ThePerssoncontactmodelisapplicabletocalculatethefrictioninstableconditionofexcavationcavitywhiletheShimadamodeliscapableofpredictingfrictionalresistancevaluesforunstablecondition.
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母体文献:第九届管道工程与非开挖技术国际研讨会论文集
会议名称:第九届管道工程与非开挖技术国际研讨会  
会议时间:2018年10月24日
会议地点:武汉
主办单位:中国地质大学
语种:chi
分类号:
关键词:CurvedSteelPipeJacking,JackingForce  FullContactModel  PartialContactModel  CutterheadResistance  FrictionalResistance
在线出版日期:2021年12月15日
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