Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, 15-17 June 2005 PDF
Preview Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, 15-17 June 2005
GEOTECHNICALASPECTSOFUNDERGROUNDCONSTRUCTIONINSOFTGROUND Copyright © 2006 Taylor & Francis Group plc, London, UK BALKEMA–ProceedingsandMonographs inEngineering,WaterandEarthSciences Copyright © 2006 Taylor & Francis Group plc, London, UK PROCEEDINGS OFTHE 5TH INTERNATIONAL CONFERENCE OFTC28 OFTHE ISSMGE,THE NETHERLANDS,15–17JUNE2005 Geotechnical Aspects of Underground Construction in Soft Ground Editedby K.J. Bakker DelftUniversityofTechnologyandPlaxisBV,Delft,TheNetherlands A. Bezuijen GeoDelft,Delft,TheNetherlands W. Broere DelftUniversityofTechnology,PlaxisBV,Delft,andA.BroereBV,Amsterdam, TheNetherlands E.A. Kwast HollandRailconsult,Utrecht,TheNetherlands London/Leiden/NewYork/Philadelphia/Singapore Copyright © 2006 Taylor & Francis Group plc, London, UK Copyright©2006Taylor&FrancisGroupplc,London,UK Allrightsreserved.Nopartofthispublicationortheinformationcontainedhereinmaybereproduced,stored inaretrievalsystem,ortransmittedinanyformorbyanymeans,electronic,mechanical,byphotocopying, recordingorotherwise,withoutwrittenpriorpermissionfromthepublisher. Althoughallcareistakentoensuretheintegrityandqualityofthispublicationandtheinformationherein,no responsibilityisassumedbythepublishersnortheauthorforanydamagetopropertyorpersonsasaresultof operationoruseofthispublicationand/ortheinformationcontainedherein. Publishedby: Taylor&Francis/Balkema P.O.Box447,2300AKLeiden,TheNetherlands e-mail:[email protected] www.balkema.nl,www.tandf.co.uk,www.crcpress.com ISBN0415391245 PrintedinGreat-Britain Copyright © 2006 Taylor & Francis Group plc, London, UK Table of Contents Preface XIII Organization XV Speciallectures TC28–tunnelling:reflectionsonadvancesover10years 3 R.J.Mair DeepexcavationsinSingaporemarineclay 13 J.N.Shirlaw,T.S.Tan&K.S.Wong Sessionreports Theeffectsoftunnellingonexistingstructures 31 A.F.vanTol Boredtunnels 43 C.W.W.Ng Mitigatingmeasuresforundergroundconstructioninsoftground 55 H.Akagi Numericalanalysisoftunnelsanddeepexcavations 61 H.F.Schweiger Monitoringgroundandstructuralresponsetoundergroundconstructionworks 67 J.R.Standing Deepexcavations 81 S.J.Boone Designmethodsfortunnels,influencesonfoundations Comparisonofvariousstructuralsafetytunnelcalculationsinsoftsoil 93 A.deBoer&P.H.Waarts Centrifugestudyoftunnelmovementsandtheirinteractionwithstructures 99 P.Caporaletti,A.Burghignoli&R.N.Taylor Twistbehaviourofbuildingsduetotunnelinducedgroundmovement 107 J.N.Franzius,D.M.Potts&J.B.Burland TheeffectsoftunnellingonpiledstructuresontheCTRL 115 S.W.Jacobsz,K.H.Bowers,N.A.Moss&G.Zanardo Dutchresearchontheimpactofshieldtunnellingonpilefoundations 123 F.J.Kaalberg,E.A.H.Teunissen,A.F.vanTol&J.W.Bosch Measurementsandevaluationoftheinfluenceoftwoboredtunnelsatreduceddistance (<0.5D)inahomogenoussandlayer 133 E.A.Kwast&G.P.C.vanOosterhout V Copyright © 2006 Taylor & Francis Group plc, London, UK Three-dimensionalnumericalsimulationoftunnellingeffectsonanexistingpile 139 G.T.K.Lee&C.W.W.Ng CTRLLondonTunnels:analternativeapproachtodeliveringamajortunnellingproject 145 T.McDonald&K.H.Bowers Theeffectofnewtunnelconstructionunderexistingmetrotunnels 151 N.A.Moss&K.H.Bowers Reviewofthelimitingtensilestrainmethodforpredictingsettlementinducedbuildingdamage 159 H.Netzel Structureinteractioneffectsontunnelinginducedsettlements 165 D.Simic Investigatingstressesaroundtunnelsandpilesusingphoto-elasticitytechniques 171 J.R.Standing&W.Y.M.T.Leung Boredtunnels:construction Largediametertunnellingunderpolders 181 P.Autuori&S.Minec Groutpropertiesandtheirinfluenceonbackfillgrouting 187 A.Bezuijen&A.M.Talmon PressuregradientsandmuckpropertiesatthefaceofanEPB 195 A.Bezuijen,A.M.Talmon,J.F.W.Joustra&B.Grote SettlementduetotunnellingontheCTRLLondonTunnels 203 K.H.Bowers&N.A.Moss BayesianupdatingoftunnelperformanceforK estimateofSantiagogravel 211 0 P.I.BragadeQueiroz,R.N.delRoure&A.NegroJr. Predictingthesettlementsabovecloselyspacedtripletunnelsconstructionsinsoftground 219 D.N.Chapman,C.D.F.Rogers&D.V.L.Hunt Settlementassessmentofrunningtunnels–agenericapproach 225 D.I.Harris&J.N.Franzius Workanddesignofanewtunnelingmethod‘SENS’tounconsolidatedground 231 H.Iida,A.Isogai,K.Chishiro,T.Ono,Y.Koyama&A.Koizumi Settlementbehaviourofashieldtunnelconstructedinsubsidingreclaimedarea 239 K.Komiya,&K.Takiyama&H.Akagi Effectofslurrycloggingphenomenaonthefacestabilityofslurry-shieldtunnels 245 I.Lee,S.Lee,K.Choi&L.N.Reddi Influencesofphysicalgroutflowaroundboredtunnels 253 S.J.Lokhorst,C.B.M.Blom,B.M.A.Slenders&E.A.Kwast SettlementsofHSLimmersedtunnels 259 H.Mortier,Ch.J.A.Hakkaart&W.M.’tHart Controlofcontaminatedgroundwaterduringtunnelexcavation 265 N.A.Munfah&J.Butler Centrifugeexperimentsonstabilityoftunnelfaceinsandyground 271 P.Oblozinsky&J.Kuwano Predictionofshieldtunnelinginfluencesongrounddeformationbasedonthe constructionprocess 275 H.Oota,K.Nishizawa,T.Hashimoto&J.Nagaya VI Copyright © 2006 Taylor & Francis Group plc, London, UK Geotechnicalcentrifugeteststoverifythelong-termbehaviourofaboredtunnel 283 H.M.A.Pachen,H.E.Brassinga&A.Bezuijen Compressedairdrivingandmonitoredsoftgroundandgroundwaterbehavior 289 H.Quick&S.Meissner PredictionofgroundsettlementbyPeck-Fujitaandnumericalmethods 295 B.A.Rastbood,K.Shahriar,A.KhoshravanAzar&A.Rastbood Analyticalstabilitymodelsfortunnelsinsoil 299 L.E.Sozio Investigatingvariationsintunnellingvolumeloss–acasestudy 305 J.R.Standing&J.B.Burland Influenceofgroutmaterialinshieldtailonshieldtunnellingperformance 313 M.Sugimoto,A.Sramoon&H.Iwasaki Groutingthetailvoidofboredtunnels:theroleofhardeningandconsolidationofgrouts 319 A.M.Talmon&A.Bezuijen Centrifugemodellingoftheeffectoftunnellingonburiedpipelines:mechanismsobserved 327 T.E.B.Vorster,R.J.Mair,K.Soga&A.Klar EffectofTBMdrivingparametersongroundsurfacemovements:ChannelTunnelRailLink Contract220 335 J.Wongsaroj,F.X.Borghi,K.Soga,R.J.Mair,T.Sugiyama,T.Hagiwara&K.H.Bowers Soilandliningresponsesduringtunnellinginwater-bearingpermeablesoil–3Dstress-pore pressurecoupledanalysis 343 C.Yoo&S.B.Kim Mitigatingmeasures Trialworksonsoilconsolidationbeforetunnelconstruction 351 E.S.Argal,V.A.Ashikhmen,V.M.Korolev&L.E.Pronina Numericalstudyofameasureformitigatinggrounddisplacementsinducedbytunnelling 357 E.Bilotta,G.Russo&C.Viggiani Usingasemi-empiricalmethodtoestimatethegrounddisplacementscausedbygroutingoperations 363 D.N.Chapman,A.H.C.Chan&S.K.Ahn Influenceofundergroundexcavationoncompensationgroutinginclays;small-scale laboratoryexperiments 369 M.T.Cheong&K.Soga CompensationgroutingforTBMtunnellingbeneathshallow-cover 377 E.Chiriotti,N.Avagnina,P.Grasso&G.Tripoli TunnellingunderthecitycentreofAntwerp:anewundergroundrailwaylinkfortheHSL Paris-Brussels-Amsterdam 383 M.Christiaens,E.Hemerijckx&J.-C.Vereerstraeten GroundmovementcontrolintheconstructionofanewmetrolineinBarcelona 389 A.Gens,A.DiMariano,J.M.Gesto&H.Schwarz Fracturegrouting;improvingthegroutingefficiencyinsand 397 R.teGrotenhuis,A.F.vanTol,J.K.Haasnoot&A.Bezuijen Applicationofgroundfreezingforundergroundconstructioninsoftground 405 H.Haß&P.Schäfers Costreductionofdiaphragmwallexcavationusingairfoam 413 Y.Kondo,T.Nakayama,H.Naoe&H.Akagi VII Copyright © 2006 Taylor & Francis Group plc, London, UK Artificialgroundfreezing:Howtomodelandcalculatethefrost-heave? 419 N.M.Naaktgeboren Crossingarailwayembankmentofloosepackedsandwithashieldtunnel 425 H.M.A.Pachen,M.B.deGroot&P.Meijers Verticalgeotechnicalbarriererectedbycompensationgrouting 433 V.P.Petrukhin,O.A.Shuljatjev&O.A.Mozgacheva ControllingtheriskofsinkholesoverEPBdriventunnels–aclientperspective 439 J.N.Shirlaw,S.J.Boone,N.B.Sugden&A.Peach Centrifugemodelingofsoilloadtransfertoflexiblesewerliners 445 A.Spasojevic,R.J.Mair&J.Gumbel UetlibergTunnel,evaluationofthesoftgroundheading 451 R.Stadelmann Numericalanalysisoftunnelsanddeepexcavations Numericalsimulationofastrainsofteningbehaviorofashallowtunnelforabullettrain 459 S.Akutagawa,J.H.Lee,N.Doba,T.Kitagawa,S.Konishi&T.Mtasunaga Numericalanalysisofsettlementsrelatedtotunnelling:theroleofstress-inducedanisotropy andstructuredegradationinfine-grainedsoils 465 A.Amorosi&D.Boldini A3DFEmodelforexcavationanalysis 473 K.J.Bakker Numericalanalysesofsoil-foundation-buildinginteractionduetotunnelling 479 M.Boonpichetvong,H.Netzel&J.G.Rots Astudyoftheresponseofmonumentalandhistoricalstructurestotunnelling 487 A.Burghignoli,W.Lacarbonara,F.M.Soccodato,F.Vestroni&G.Viggiani Three-dimensionalanalysisofshallowtunnelsinsaturatedsoftground 495 C.Callari&S.Casini Numericalanalysisforprovisionoftunneling–inducedgrounddeformationingranularsoil 503 F.Castelli&E.Motta Soil-structureinteractionanditsinfluenceondisplacementsinducedbytunnelexcavations 509 I.Chissolucombe,A.P.Assis&M.M.Farias StabilityanalysisofthemarlyformationaroundatunnelinIran 515 A.Fahimifar&H.Soroush Anewstress-strainapproachfortunnelfacestability 521 A.Guilloux,A.Kurdts,V.Bernhardt&H.Wong 4DgroutingpressuremodelPLAXIS 529 F.J.M.Hoefsloot&A.Verweij Tunnellingonurbanareas:3Dnumericalanalysisofsoil/structureinteraction 535 O.Jenck&D.Dias Parametricstudiesforshieldtunnellinginsoftsoils 543 T.Kasper&G.Meschke Analysesofpilefoundationssubjectedtogroundmovementsinducedbytunnelling 551 P.Kitiyodom,T.Matsumoto&K.Kawaguchi Axialpre-stressesintheliningofaboredtunnel 559 A.J.Koek,K.J.Bakker&C.B.M.Blom VIII Copyright © 2006 Taylor & Francis Group plc, London, UK NumericalanalysisoffoundationforundergroundbridgeprojectinMoscow 565 I.V.Kolybin,D.E.Razvodovsky,A.V.Skorikov&A.A.Starshinov Rigid-plasticanalysisoftunnelfacestabilityaffectedbygroundwater 571 S.Konishi,Y.Kawashima,T.Tamura,T.Kitagawa,H.Iida&T.Matsunaga Numericalandcomparativeanalysisofearthpassivepressureacting 579 P.Koudelka&T.Koudelka Numericalmodellingofthebehaviorofshieldtunnelliningduringassemblyofatunnelring 587 H.Mashimo&T.Ishimura NumericalanalysesofatunnelinLondonclayusingdifferentconstitutivemodels 595 D.Mašín&I.Herle Three-dimensionalanalysesofpiledraftfoundationssubjectedtogroundmovements inducedbytunnelling 601 T.Masumoto,P.Kitiyodom&K.Kawaguchi NewdevelopmentsoftheMOMISdatabaseappliedtotheperformanceofnumericalmodellingof undergroundexcavations 609 Ph.Mestat&Y.Riou Numericalanalysisofdisplacementsofadiaphragmwall 615 M.Mitew-Czajewska Predictionofsettlementsandstructuralforcesinliningsduetotunnelling 621 S.C.Möller&P.A.Vermeer Soilimprovementduringexcavationinsoftgroundanddevelopmentofanalysismethod forearthretainingstructure 629 Y.Motoi Simulationsoftunnelexcavationin2Dand3Dconditionsconsideringbuildingloads 637 T.Nakai,E.Sung,H.M.Shahin&M.Yamamoto CalculatingGRCfortunnelssupportedbygroutedrockbolts 645 M.Palassi&S.M.Qoreishi Studyofsoil-retainingwallinteractionbythecontactfiniteelementmethod 651 A.Ras&A.Bekkouche Settlementofsinglefoundationsduetodiaphragmwallconstructioninsoftclayeyground 655 R.Schäfer&Th.Triantafyllidis DesignofinitialsupportsystemofIsfahantwintunnelsinsoftground 661 K.Shahriar,B.A.Rastbood&A.KhoshravanAzar Analysisofeffectsoftunnellingonsinglepiles 665 J.Surjadinata,J.P.Carter,T.S.Hull&H.G.Poulos Passiveresistanceofsoftclayindeepexcavations 673 T.Tamano,H.Q.Nguyen,M.Kanaoka,H.Matsuzawa&S.Mizutani Influenceoflaggingdistanceontheinteractionoftwoopenfaceparalleltunnels 681 D.K.W.Tang&C.W.W.Ng AstudyoftheinteractionbetweenthenewClineofRomaundergroundandtheAurelianWall 687 G.M.B.Viggiani,F.M.Soccodato&A.Burghignoli Monitoringofundergroundconstructions BackanalysisofmonitoringdataforMetroTorino 697 G.Barla,M.Barla,M.Bonini&R.Crova IX Copyright © 2006 Taylor & Francis Group plc, London, UK Groundmovementsandstrainsintheliningofatunnelincohesionlesssoil 705 E.Bilotta,G.Russo&C.Viggiani Movementsinducedonexistingmasonrybuildingsbytheexcavationofastationof ToulousesubwaylineB 711 F.Emeriault,T.Bonnet-Eymard,R.Kastner,E.Vanoudheusden&J.Y.deLamballerie Asimpleevaluationmethodofadjacentgroundsettlementduetoexcavationwork 719 K.Kojima,H.Ohta,A.Iizuka&M.Tateyama Geodeticmonitoringofundergroundexcavations:70yearsafterTerzaghi’sinnovativetechniques attheChicagoSubwayTunnels 725 V.A.Kontogianni,P.A.Psimoulis,S.I.Pytharouli&S.C.Stiros Opticalfibresensorsforremotetunneldisplacementmonitoring 731 N.Metje,D.N.Chapman,C.D.F.Rogers,P.Miao,S.N.Kukureka,P.Henderson&M.Beth Theresponseofpilefoundationssubjectedtoshieldtunnelling 737 C.H.Pang,K.Y.Yong,Y.K.Chow&J.Wang MonitoringforconstructionoftheNorth/SouthmetrolineinAmsterdam,theNetherlands 745 J.T.vanderPoel,E.Gastine&F.J.Kaalberg Monitoringresultsofatunnelexcavationinurbanarea 751 G.Russo&G.Modoni ConstructionofanewMetrolineinBarcelona:designcriteria,excavationandmonitoringsystem 757 H.Schwarz,R.Boté&A.Gens Theresponseoffull-scalepilestotunnelling 763 D.Selemetas,J.R.Standing&R.J.Mair Remotereal-timemonitoringoftunnelling-inducedsettlementusingimageanalysis 771 W.A.Take,D.J.White,K.H.Bowers&N.A.Moss Analysisofsettlementscausedbytunnelingwithanearth-pressurebalancemachineand correlationwithexcavatingparameters 779 E.Vanoudheusden,G.Petit,J.Robert,F.Emeriault,R.Kastner,J.Y.deLamballerie&B.Reynaud MonitoringAmsterdamCentralStationduringconstructionofanewmetrotunnel 787 J.H.deVries&A.M.W.Duijvesteijn Deepexcavations 25yearsofundergroundengineeringinaplasticclayformation:theHADESunderground researchlaboratory 795 W.Bastiaens&F.Bernier Influencesofuseofpile-typecross-wallsondeepexcavations 803 B.C.BensonHsiung,H.D.Lin&W.B.Lin Designofexcavationsupportusingapparentearthpressurediagrams:consistentdesign orconsistentproblem? 809 S.J.Boone&J.Westland Estimatingdisplacementsassociatedwithdeepexcavations 817 S.J.Boone&J.Westland Thestabilityofpilesadjacenttoaslurry-supportedtrench 823 C.K.Choy,R.J.Mair&J.R.Standing TheNorth/Southlinefromsiteinvestigationtodiaphragmwallinstallation 829 J.Herbschleb,R.vanderSman&J.C.W.M.deWit X Copyright © 2006 Taylor & Francis Group plc, London, UK
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