臨河深大基坑抗隆起穩(wěn)定性與其對樁基影響的分析-(5430)

臨河深大基坑抗隆起穩(wěn)定性與其對樁基影響的分析-(5430)

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時間:2019-03-01

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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

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