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1、萬方數(shù)據(jù)MasterDissertationof$uzhouUniversityofScienceandTechnologyAbstractAbs仃actWiththeaccelerationofChina’Surbanizationprocess,alargenumberofundergroundstructuresarebuiltinthecoastalareas,suchasthesubway,undergroundgarage,multilayerbasementofhigh-risebuildin
2、g,undergroundshoppingmalls,undergroundhospital,undergroundcivildefencefortifications,resultinginalargenumberofdeepfoundationpitengineering.Thesepitsaregenerallylocatedinthevicinityofthebuildingorinthevicinityofthesubway.Thefoundationpitischaracterizedby”de
3、ep,large,tightandnear”.Thedesignandconstructionofthefoundationismoredifficult,andthecontrolofthesurroundingenvironmentwillbemorestringent.Inthispaper,basedonthedemonstrationprojectofthreesurfacewaterofYancheng,theprojectof”XianfengIsland”isademonstrationpr
4、oject,consideringthecomplexhydrogeologicalconditionsinKanawha,theupliftstabilityandtheanalysisofthebearingcapacityofthepileintheprocessoffoundationpitexcavation.Thestabilityanalysisoffoundationpitshowsthattherangeofthedepthofthefoundationpitislarge,andthea
5、mountofthereboundcanbeoffsetbythelaterpartofthesettlement,butitisnotconducivetothestabilityofthefoun.dationpit.Intheconstructionprocessofthefoundationpit,itshouldbeusedasmuchaspossibletouseasmallrange,multileveloffoundationpitprecipitation.Underseepagecond
6、ition,deepfoundationpitexcavationstabilizinginfluenceonbottom,mainlyafoundationpitheavebycontinuouswalltothecenterofthepitgraduallyincreasingtrend,andoutsidethefoundationpitwaterlevelistoohigh,causedbytheinsideandoutsidethefoundationpithydraulicdifferencew
7、iththeexcavationdepthincreaseswiththeincreasing,SOlevelintheprocessofexcavationpitwaterlevel,butalsothestabilityoffoundationpitproducedgreatinfluence.Inthefiniteelementsimulationofthepilegroup,theproblemofcalculatingthedifficultyinthenumericalsimulationofl
8、argescalecontactproblemisovercome.TheresearchonthefoundationpitengineeringofYancheng’SXianfengIslandshowsthatthepilefoundationcanimprovethebearingcapacityoffoundationpit,butalsocanincreasethedisplacementofthe