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ID:33746831
大小:4.29 MB
页数:76页
时间:2019-02-28
《复杂地层条件下深基坑施工对下卧地铁隧道结构影响分析-(5744)》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、AbstractInrecentyears,thepositionofthesubwayismoreandmoreimperativenow.Butthespaceunderthegroundbecomesmuchcomplexbecausethesubwaytunnelsthroughthespaceunderthecity,itmakesthestructureoftheundergroundspaceisparticularlycomplex.Itwouldbeabigproblemfortheexcavation,iftheworkerwasc
2、arelessslightly;theseriousengineeringaccidentwouldbehappen.Inordertoavoidsuchthingshappen,Itisnecessarytoknowtheinfluence-mechanismforsubwayofthedeepfoundationpitwhichabovethesubwaystructureincomplexgeologicalconditionsofthesoil.ThispaperisbasedontherealengineeringofDongHuansqua
3、rebetweentheeastofChanHestationandChangLePostation,boththetwostationbelongtotheline1subway.Thispapermainlystudythechangeruleofthedisplacementandmechanicalpropertiesoftunnelstructureunderthedeepfoundationpitexcavationandloadingatthetopofthepilewhichunderthefoundation.Thispapersum
4、marythefollowingconclusionsthroughthegeotechnicalcentrifugetestandthenumericalsimulation.1.Intheprocessofexcavation,thestressandthedisplacementaswellasthepressureofthetunnelstructureisaffectedobviously.Thestressandpressureareshowingadecreasingtrendaroundthetunnel,andthemostsigni
5、ficantchangeatthetopoftunnel.ThetunneldisplacementquantityoftheYdirectionisgreaterthantheXdirectiondisplacementchanges,thatistosaythewholetunnelshowsthetrendtobe‗elongated‘.2.Asthepilefoundationloadisincreasingunderthefoundationpitbottom,thestressandpressureaswellasthedisplaceme
6、ntofthetunnelstructureisnotverychangehugely.Thepressureandstressvariationatthebottomofthetunnelisgreaterthanthetopofthetunnel,andthestressandpressurevariationonbothsidesofthetunnelroughlythesame.Themaximizeverticaldisplacementchangeofthetunnelisthetopofthetunnel,andthemaximizeho
7、rizontaldisplacementchangeofthetunnelisinthelateraltunnel.3.Intheprocessofpilefoundationloading,thepressure,stressandhorizontaldisplacementoftheinsideofthedouble-linetunnelcross-sectionwhichisclosetothepilechangesinvaluesrelativetotheothercross-sectiontunnel.Andthestressoftheend
8、oftheIItunnelisfarawayfromthestressofthecentral
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