Geotechnical Aspects of Underground Construction in Soft Ground

598 Pages·2014·131.614 MB·English

by  Chungsik Yoo, Seong-Wan Park, Bumjoo Kim, Hoki Ban

GEOTECHNICAL ASPECTS OF
UNDERGROUND CONSTRUCTION IN SOFT GROUND
Chungsik Yoo, Seong-Wan Park, Bumjoo Kim & Hoki Ban
editors
GEOTECHNICALASPECTSOFUNDERGROUNDCONSTRUCTIONINSOFTGROUND
TThhiiss ppaaggee iinntteennttiioonnaallllyy lleefftt bbllaannkk
PROCEEDINGSOFTHEEIGHTHINTERNATIONALSYMPOSIUMONGEOTECHNICALASPECTS
OFUNDERGROUNDCONSTRUCTIONINSOFTGROUND(TC204ISSMGE–IS-SEOUL2014),
SEOUL,KOREA,25–27AUGUST2014
GeotechnicalAspects of Underground
Construction in Soft Ground
Editors
ChungsikYoo
SungkyunkwanUniversity,Korea
Seong-Wan Park
DankookUniversity,Korea
Bumjoo Kim
DonggukUniversity,Korea
Hoki Ban
HanyangUniversity,Korea
ThisproceedingwassupportedbytheKorean
FederationofScienceandTechnologySocieties
GrantfundedbytheKoreanGovernment.
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©2014KoreanGeotechnicalSociety,Seoul,Korea
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GeotechnicalAspectsofUndergroundConstructioninSoftGround–Yoo,Park,Kim&Ban(Eds)
©2014KoreanGeotechnicalSociety,Seoul,Korea,ISBN978-1-138-02700-8
Table of contents
Preface XI
Organization XIII
Sponsors XV
KeiichiFujitalecture
Urbandevelopment:Decisionsmakingprocessesintheplanningofsub-structure
construction 3
H.D.St.John
Keynotelectures
Geotechnicaloptimizationinundergroundconstruction 13
I.-M.Lee
Theinfluenceoftunnellinganddeepexcavationonpiledfoundations 21
R.J.Mair&M.G.Williamson
E-Defenseshakingtestonlargemodelofundergroundshaftandtunnels 31
I.Towhata,Y.Kawamata,M.Nakayama&S.Yasuda
Design,analysis,andconstructionoftunnelsandunderground
spaceinsoftground
TunneldesignunderneaththeoperatingrunwayofIncheonairport 43
S.K.Kim,D.J.Choi,C.Y.Ahn,M.K.Jung,H.N.Moon&Y.K.Kim
Evaluationofmovementsandstructuralforcesresultingfromboredtunnellinginsand 49
B.C.B.Hsiung,C.C.Tsai,H.N.Huang&W.Y.Song
Anewapproachforseismicactivethrustsindeepexcavations 55
A.D.Garini
PhysicalmodellingandPIVanalysesofanundergroundtunnelheading 61
J.S.Shiau,M.S.Sams&R.J.Kemp
Effectofrepeatedsheardeformationontwintunneling–modeltestandfinite
elementanalysis 67
H.M.Shahin,S.Kuroi&T.Nakai
Reinforcingmechanismofanchortyperetainingwall–modeltestandnumericalanalysis 73
T.Nakai,H.M.Shahin,K.Okuda&M.Kato
Three-dimensionalarchingeffectonverticalcircularshafts 79
S.S.Jeong,K.Y.Kim&H.S.Lim
SouthToulontube:3Dnumericalback-analysisoninsitumeasurements 87
J.P.Janin,H.LeBissonnais,A.Guilloux,D.Dias,R.Kastner&F.Emeriault
Evaluationofpipingstabilityunderdynamicconditions 91
K.H.Kim,G.C.Park,D.R.Kim&J.H.Shin
Analysisofthedisplacementcausedbyconstructionconditionsatarearsideof
sheetpilestructuresonsoftground 97
S.Y.Jung,J.S.Choi&T.H.Kim
V
Excavationandtunnellingindifficultgroundconditions
Deflectionbehaviorofthesteelpipe-jackinginsoftsoilseabed 105
L.Zhen,J.J.Chen,J.H.Wang,G.Cheng&Q.H.Li
Useofspecialjetgroutingtechnologiesfortunnel’scrownandcoreadvance
consolidation–technicalaspectsandcasestudies 111
D.Vanni,M.Siepi&G.Lunardi
GeotechnicalcontrolforartificialgroundfreezingworksintunnelprojectsinHongKong 117
T.S.K.Lam&P.L.R.Pang
Evaluationoftunneljackinginducedgroundsurfaceheave 123
W.A.Prakoso&Y.Lase
Useof3Dfiniteelementmethodforbackstudyofafailedbasementexcavationinsoftclay 129
S.S.Lin,J.C.Liao&S.D.Yang
Effectofwallbatterangelonsoilnailwallsperformance 133
E.Zolqadr&S.S.Yasrobi
Temporarysupportofexcavationwalls-casestudy 137
E.Zolqadr,M.Pasdarpour&A.Golshani
Effectofswellingofsubgradesoilontheflexiblepavement 141
M.R.M.Al-Qayssi
GroundsettlementtroughduetoDOTshieldtunneling 147
Y.S.Fang,M.Y.Huang,C.Liu&C.C.Kao
Numericalsimulationofartificial-freezingpropagationforsubsea-tunnelconstruction:
Effectofrefrigeranttemperatureandgroundwater 153
D.Lee,H.-J.Choi,K.Pham,I.-M.Lee&H.Choi
Physicalandnumericalmodellingofdeepexcavationandtunnel
Designofdeepexcavationsinfine-grainedsoilsaccountingforchangesinporewaterpressures 161
L.Callisto,F.Maltese&F.Bertoldo
Studyoncharacteristicsofgreaseflowresistancebyelementtest 167
M.Sugimoto,Y.Hirai,T.N.Huynh&T.Tamai
Numericalinvestigationoftheeffectofcrosswallsinreducinggroundsettlement
inducedbydeepexcavation 173
C.Y.Ou,P.G.Hsieh&S.C.Chien
3Dnumericalmodellingoftheimpactoftunnellinginsoftsoilonburiedpipelines 179
F.Emeriault&K.Meng
Physicalmodelingofsoil-structureinteractioninthesubsidencearea 185
H.L.Nghiem,F.Emeriault&M.AlHeib
Physicalandnumericalexperimentalstudyofstress-strainstateofthestructure
liningofashallowtunnel 191
A.C.Torres&E.A.Padilla
Tunnelmodelling:Stressreleaseandconstitutiveaspects 197
T.G.S.Dias&A.Bezuijen
Permanentincrementsofinternalforcesonatunnelliningduetodynamicloadings 203
G.Lanzano&E.Bilotta
Numericalmodellingofgroundimprovementtechniquesconsideringtensionsoftening 209
H.F.Schweiger,P.Sedighi,S.Henke&K.-M.Borchert
Passiveloadestimationonsinglepilesandpilegroupsfromvisco-plasticmud-flow 215
J.Aschrafi,C.Moormann&D.Stolle
VI
3-DimensionalnumericalmodelingofSPBshieldTBMtunneling-inducedground
settlementconsideringvolumelossprocesses 221
H.K.Park,S.B.Chang&S.B.Lee
Comparisonofnumericalandanalyticalmethodsofanalysisoftunnels 225
H.Elarabi&A.Mustafa
Interactionbetweenundergroundconstructionandadjacentstructures
Responseoftunnelsduetoblastloading 235
R.Prasanna&A.Boominathan
Advancednumericalmodellingofmulti-storeybuildingsresponsetotunnelling 239
D.Boldini,V.Fargnoli,C.G.Gragnano&A.Amorosi
Numericalmodellingoftheinteractionbetweenadeepexcavationandanancientmasonrywall 245
A.Amorosi,D.Boldini,G.deFelice,M.Malena&G.DiMucci
Pile-tunnelinteraction:Aconceptualanalysis 251
T.G.S.Dias&A.Bezuijen
Numericalanalysisofa36mdeepdiaphragmwall–parametricstudy 257
M.Mitew-Czajewska
Importantaspectswhenmodellingtheinteractionbetweensurfacestructuresandtunnellinginsand 263
G.Giardina,M.J.DeJong&R.J.Mair
Stabilityevaluationonwideningofparalleltunnels 269
M.-H.Lee,S.-Y.Koh,B.-J.Kim,Y.-S.Jang&J.-N.Yun
Micro-disturbanceconstructionincloselyoverlappedshieldtunnelingbasedonautomaticmonitoring 275
X.Y.Xie&C.Liu
Twistdeformationofbuildingsfromgroundmovementsduetoskewed-tunnelexcavation 281
E.Namazi,H.Mohamad,A.K.B.Hong&A.Y.M.Yassin
StiffnessreductioninsoftChicagoclayduringdeepurbanexcavations 287
Y.-H.Jung&T.S.Kim
Monitoringofundergroundconstruction
Stress-pathandpiezometricheadfieldanalysisofsoilduringearthpressurebalancedshieldtunneling 295
A.Afshani&H.Akagi
Shieldtunnelinganalysisandmeasuresunderelevatedhigh-speedrailway 303
G.Quanmei,S.Yao,Y.Xiaoming&Z.Shunhua
Applicationofcloserangephotogrammetrytopassiveandactiveretainingwallmodel
testsandnumericalanalysis 309
S.-M.Kong&Y.-J.Lee
In-situmonitoringofearthpressuresuponlargeshieldtunnelwithsmalloverburden 315
L.Han,G.L.Ye,J.H.Wang&Z.H.Huang
MonitoringdatasetofdeformationsrelatedtodeepexcavationsforNorth-SouthLineinAmsterdam 321
M.Korff&F.J.Kaalberg
AcasestudyofadeepexcavationonasoftlacustrineclayofBogota,Colombia,
withemphasisbetweenpredictedandmeasureddeformations 327
J.A.Pineda-Jaimes,L.A.Estevez&N.A.Daza
Probabilisticback-analysisofK anddeformationpropertiesoffinesoilsfound
0
inLine2ofSantiagoMetro,Chile 333
M.O.CecílioJr.,P.I.B.Queiroz,P.L.Valenzuela&A.Negro
Grounddeformationmeasurementduetomodeltunnellingwithtunnelroofreinforcementusing
closerangephotogrammetrictechnique 341
J.-H.Lee&Y.-J.Lee
VII
Settlementanalysesofundergroundcirculartunnelinginsoftclay 347
J.S.Shiau,M.S.Sams,J.Zhang&R.J.Kemp
Monitoringofrocksurfaceshapeusinglaserscanner 353
C.H.Hong,T.M.Oh&G.C.Cho
Monitoringtheeffectsoftunnellingunderanexistingtunnel-fibreoptics 357
C.Y.Gue,M.Wilcock,M.M.Alhaddad,M.Z.E.B.Elshafie,K.Soga&R.J.Mair
Enhancementoffilterabilityoffiberdrainageusingvibrationalenergyfrom
polyvinylidencefluoride(PVDF)Film 363
Z.H.Xin,J.H.Moon,I.Kim&Y.U.Kim
Riskmanagementandmitigation
Settlementsofbuildingsandburiedpipelinesinducedbyadjacentdeepexcavation
inShanghaisoftground 369
Y.P.Dong,H.J.Burd&G.T.Houlsby
RockfissuregroutinginSingaporegraniteforbuildingprotectionduringstationconstruction 375
J.N.Shirlaw,W.Kay&P.Venu
ProcesssimulationasatoolforTBMjobsitelogisticsplanning 381
R.Duhme,T.Rahm,M.Scheffer,M.König&M.Thewes
Someconstructionexperiencesofamotorwayroadtunnelcollapse 387
J.Mecsi
Relevantrelationsinordertobetterassesspreconsolidationpressurevalues
forthedesignofundergroundconstructionsinsoftground 393
J.C.Gress
Fieldtestsoflong-rangedesignconicalfoundationsinKaragandacoalbasin 397
A.Zh.Zhussupbekov,B.A.Bazarov&A.N.Konakbaeva
Bearingcapacityanddeformationofthebaseofdeepfoundations’groundbases 401
I.T.Mirsayapov&I.V.Koroleva
Afieldcasestudyonconstructionofundergroundpassagewaywithnon-open
excavationmethod 405
Y.-S.Jang,S.M.Shin&J.H.Hoe
Macroearthquakehazardmapforliquefactionpotentialusingbigdataofsiteinvestigation 411
J.-S.Choi&W.-H.Baek
Sustainabledevelopmentofundergroundspaceanditsapplication
Evaluationofthedrivingsafetyinacontinuoustunnelbyusingthedrivingsimulator 419
J.-Y.Yoo,Y.Kawahara,A.Enokida,S.Washio,Y.Tamaoki&M.Shinji
Casestudyofdeepexcavationinexistingundergroundstructureofthree-story
basementanddiaphragmwall 423
C.J.Kuo,Y.K.Lin,C.L.Hung&S.S.Lin
Applyingvacuuminonedimensionalandisotropictestcarriedoutinremoldedmaterial 429
M.R.Bonilla
Impactofinsitustressesonundergroundcaverndesign 435
K.F.Chan&P.C.Stone
Designfeaturesoftransporttunnelsindifficultphysical-geographicalconditionsofKyrgyzstan 441
K.Ch.Kozhogulov,O.V.Nikolskaya&G.A.Kadyralieva
Apreliminarystudyonthestructuralstabilityofroom-and-pillarundergroundstructures 445
C.Lee,H.-S.Shin&S.-H.Chang
Earthpressuresagainsttheexcavationwallinajointedrockmass 449
M.Son&S.Adedokun
VIII
Shallowtunnelconstructionusinganewtunnelingtechnique:M-CAM 453
J.H.Choi,J.H.Lee,J.S.Lim&H.Cho
Effectofsoil-basementinteractiononseismicresponsesofstructures 457
D.K.Kim,D.S.Kim&H.G.Ha
Climatechangeandenvironmental-friendlyundergrounddevelopment
OutcomesofRRTT,apredictiveexerciseonthebehavioroftunnelsunderseismicactions 467
E.Bilotta,F.Silvestri&S.P.G.Madabhushi
Groundwaterdrawdowninducedgroundsettlementduringtunneling–sensitivity
analysisoninfluencingfactors 473
C.Yoo&E.M.Jung
Constructionofunderpassingacrowdedjunctionwithshallowsoildepth(casestudy,Tehran) 479
A.Golshani,M.Hosseini&S.Majidian
Seismictunnelresponseinjointedrockmass 485
D.H.Park&J.-K.Yoo
Areview:Microscopicapproachongeosynthetic-soilinterface 489
C.W.Kwak,I.J.Park&J.B.Park
Comparisonofeffectsofcomplexinitialstressstateparametersonundisturbed
loessdynamicproperties 495
Y.Luo,Z.Wang&H.Guo
StudyonperformanceofenergytextileinstalledintunnelbyCFDanalysisandfieldtests 501
C.H.Lee,S.W.Park&H.S.Choi
Observationsongroundwaterleakagethroughcracksandsegmentjointsinaconcrete
segmentaltunnellining 505
V.Tellioglu&S.Lerpido
Effectofpolymercontentonmechanicalpropertiesofthinspray-onliner 513
J.-T.Han,G.-P.Lee,S.-H.Chang&M.-S.Choi
Minimizingoverbreakandunderbreakusingabrasivewaterjettechnologyinundergroundexcavation 517
T.M.Oh,G.W.Joo&G.C.Cho
Mechanizedtunnellinginsoftground
SoilpressuresatthecuttingwheelandthepressurebulkheadofanEPB-shield 523
A.Bezuijen&A.M.Talmon
KeepingthefacesupportinsoftgroundTBMtunnelling 531
T.Babendererde&P.Elsner
EPBtunnellinginmixedgeologicalformations:Acasestudy 539
A.DiMariano&A.Gens
ThebehaviourofthecastinsituretainingwallsofSevilleUnderground 545
P.Arozamena,A.Jaramillo&C.Oteo
Anumericalmodelforthetunnelboringmachineinteractionwithsoil 551
D.Festa,W.Broere&J.W.Bosch
TBMfacestability&excessporepressuresincloseproximityofpiledbridge
foundationscontrolledwith3DFEM 555
F.J.Kaalberg,J.A.T.Ruigrok&R.DeNijs
DirectionalcontrolofEPBshieldinspiralcurve 561
C.Chanchaya&S.Suwansawat
Influenceofintermediateprincipalstressoncorrectionformulaofbearingcapacity
ofrockfoundation 567
Z.Zhi-Min&L.Wei-Dong
IX