Table Of ContentRomancov_vol1_D.qxd 05-03-2007 16:28 Page 1
Barták
Hrdina
The so-called fourth dimension of a metropolis is the underground space Romancov
beneath a city which typically includes structures such as tunnels, Zlámal
which facilitate transport, as well as providing gas, water and other
supplies. Underground space may also be utilised for living, working
and recreational facilities and provide storage for industrial materials. t U
h
e
n
Underground Space – the 4th Dimension of Metropolises focusses 4
th d
on underground city design and planning of subterranean constructions; D
e
i
geotechnical survey and improvement of ground mass; research, m
r
development and design of underground constructions in built-up areas; e
n g
urban tunnelling, both conventional and mechanized, and its moni-
s
i r
toring; underground constructions executed from the surface in built-up o
o
n
areas; concrete in underground construction; distribution and manage-
o u
ment of risks and accidents during tunnelling; tunnel equipment; fire and
f
operational safety; and historical underground constructions. M n
e
d
t
Underground Space – the 4th Dimension of Metropolises reviews ro
p S
the state-of-the-art in tunnelling, discusses current tunnelling research
o
and presents expectations for future development. This collection of l p
i
s
papers will be invaluable to researchers, scientists, engineers and e a
professionals working in tunnelling. s c
e
Underground Space
Volume 1
the 4th Dimension of Metropolises
Editors:
^
Jirí Barták
Ivan Hrdina
Georgij Romancov
Volume 1
Jaromír Zlámal
an informabusiness
UNDERGROUNDSPACE–THE4th DIMENSIONOFMETROPOLISES
BALKEMA–ProceedingsandMonographs
inEngineering,WaterandEarthSciences
PROCEEDINGSOFTHE33rd ITA-AITESWORLDTUNNELCONGRESS,
PRAGUE,CZECHREPUBLIC5–10MAY2007
Underground Space –
th
the 4 Dimension of Metropolises
Edited by
Jiˇrí Barták
CzechTechnicalUniversity,Prague
Ivan Hrdina
METROSTAVa.s.
Georgij Romancov
METROPROJEKTPrahaa.s.
Jaromír Zlámal
POHLcz,a.s.
VOLUME 1
LONDON / LEIDEN / NEW YORK / PHILADELPHIA / SINGAPORE
CRC Press
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UndergroundSpace–the4thDimensionofMetropolises–Barták,Hrdina,Romancov&Zlámal(eds)
©2007Taylor&FrancisGroup,London,ISBN978-0-415-40807-3
Table of contents
Preface XXV
Organisation XXVII
Volume1
Section1: Undergroundcitydesign,planningofundergroundconstructions
Largesttransportationsystem–Metroandroadinthesametunnel 3
V.M.Abramson&S.Yu.Loubotski
AnchorrecoveryunderextremeconditionsindowntownLeipzig,Germany 7
L.Babendererde&P.Elsner
ConstructionofMetroIV.C2Ládví–LetnˇanyinPrague 13
V.Bartonˇ,M.Kochánek,V.Valeš&J.Kutil
PlanningforCanada’sfirstboredroadtunnelinover40yearsKickingHorseCanyonProject 19
D.Brox,S.Bean,P.Branco&T.Coulter
PreparationofMetro’sAlineextensioninPrague 27
V.Cigánek&J.Ru˚žicˇka
PreparationofMetro’snewDlineinPrague 33
V.Cigánek&J.Ru˚žicˇka
TheTureckýVrchrailwaytunnel 39
M.Dávid,J.Mára&J.Korejcˇík
Collectors–Systemapproachtotheregenerationoftechnicalinfrastructureinthe
cityofPrague 45
F.Dvorˇák&M.Hradecký
Yearsofplanningandimplementation:Twomajorurbantunnelingprojectsin
LosAngeles,California,USA 51
M.A.Elioff,B.W.Miya&J.H.Albino
Geologicalandgeotechnicalconditionsinundergroundstructuresdesignof
Romesubway:TheB-Lineextension 59
R.Enrione,A.Eusebio,L.Soldo,R.Funiciello&L.Solimene
Ontologies,thesaurusesandinformationsystemsfortunnels 65
N.Faure
BuildingtheundergroundinfrastructureofLausanne’snewm2metroline 69
F.Gaj&M.Badoux
V
MetroSantiago–Buildinganurbantunnelingindustryfromthegroundup 75
A.R.A.Gomes,M.Böfer&P.Muñoz
TheslivenectunnelonthePraguecityringroad 81
O.Hasík&K.Závora
Portals–Thearchitecturevisibleincitiesandlandscape 87
O.Hasík&P.Šourek
StudyoftheshipliftstructureattheSlapyDam 91
M.Jakoubek,J.Kunˇák&P.Uher
DesignoftheDistrictHeatingTunnelinCopenhagen 97
T.Kasper,C.Edvardsen&M.Faurschou
Excavationconnectingtheundergroundventilationstationandtheunderground
expresswaytunnels 103
Y.Konishi,I.Kamegaya,A.Ueda&Y.Imanaka
Prague–Beroun,newrailwayconnection 111
D.Krása,J.Ru˚žicˇka&O.Hasík
Undergroundhigh-speedrailway–ThephenomenonofurbanisticdevelopmentinPrague 117
E.Kyllar
RailwaylinePraguecentre–Ruzyneˇairport 125
J.Martinec&P.Zobal
TheTransHudsonExpress(THE)Tunnel 131
N.Munfah&A.D.Silber
CTABlock37TunnelConnectionindowntownChicago 137
V.Nasri&P.Razgha
Constructionofalargeundergroundstationunderastationinoperation 143
T.Niibori,Y.Seki,T.Sato,T.Yamada&T.Fujiwara
Thenextstep:TheVeryLongTunnel(VLT) 149
H.Ostlid,W.C.Grantz,J.Saveur&B.Jakobsen
PlanningandconstructionofmajorinfrastructureworksinCroatia 155
J.Radic,P.Djukan&Z.Zderic
TheDullesCorridorMetrorailProject–TunnelingaspectsoftheMetrorailextensionto
Washington,DCDullesInternationalAirportPhaseIandPhaseII 161
J.Rudolf,V.Gall&K.Zeidler
ExperiencefromarchitecturaldesignandBuildoftheundergroundspace 167
P.Šafránek
StudyonundergroundspaceplanningofShanghaiEXPO2010 173
H.H.Zhu,P.Li,X.Wang,F.L.Peng&Y.S.Li
Section2: Geotechnicalsurveyandimprovementofgroundmass
Part2.1 Geotechnicalsurvey
Theimpactofpuncturingsupportontheexpansionofseismiceffectsduringblasting
activitiesintunnels 179
H.Anticˇevic´,Z.Ester&M.Dobrilovic´
VI
Twodifferentconceptsofgeotechnicalsurveyandmonitoringinexplorationgalleriesfor
tunnelsinPrague–LahovskáexplorationgalleryandBlankaexplorationgallery 191
R.Chmelarˇ&B.Brˇezina
Inverseanalysisonmeasurementsrealizedduringatunnelexcavation 197
S.Eclaircy-Caudron,D.Dias&R.Kastner
PredictionofthegroundconditionsaheadtheTBMfaceinthetunnelsof
Guadarrama(Spain),usinggeophysicalmethodsandinsitutesting 203
J.M.Galera,S.Pescador,A.Rodríguez&M.Torres
Riskanalysisofsoiltransitionintunnelworks 209
Q.F.Hu&H.W.Huang
FeasibleBouldertreatmentmethodsforsoftgroundshieldedTBM 217
W.W.Jee&S.-G.Ha
ReasonsofswellingofmioceneclaysnearTˇreboviceinBohemia 223
F.Kresta
Geophysicsmethodusedtorecognizetheboundarybetweendifferentdeposits 227
R.Kuszyk&M.Superczyn´ska
GeotechnicalexplorationfortheDobrovskéhoTunnelinBrno 231
J.Pavlík,D.Rupp&L.Klímek
DesignandconstructionofalargeundergroundcaverninAtlanta,Georgia,USA 237
T.W.Pennington,R.F.Cook,D.P.Richards&G.Barnes
Developmentofin-situtunnel-aheaddetectionsystemusingelectromagneticwave 243
H.H.Ryu,G.C.Cho,Y.J.Sim,G.H.Lee&J.K.Lee
Amodifieddesignofalargesectiontunnelasanauxiliaryspillwayalonglargefaults 249
Y.W.Shin,I.K.Lee,T.S.Park,H.S.Choi,S.C.Park,J.K.Kim,M.S.Lee,K.H.Shin&B.H.Han
GeotechnicalcontrolduringtheexcavationofthetunnelofGuadarrama 255
I.Tardáguila,B.Celada,J.M.Galera
Assessmentofrockmasspropertiesusingmachineperformancedatafromroadheaders 261
K.Tsukamoto,H.Hamada&S.Ebisu
DeeptunnellinginhardrockwithlargediameterTBM:What’sup?Anexperiencefrom
theGotthardBaseTunnel 267
I.Vicenzi,S.Pedrazzini,A.Ferrari,G.Gubler&O.Böckli
LaboratorytestsforEPBtunnellingsoilconditioning 273
R.Vinai,D.Peila,C.Oggeri&S.Pelizza
3Dgeo-modelingforspillwaytunnelconstructioninthecomplexfaultregion 279
W.S.Yoon,U.Jeong,B.H.Han,K.H.Shin,S.S.Lee&Y.K.Kim
DilatometertestsindeepboreholesininvestigationforBrennerbasetunnel 283
M.Zalesky,Ch.Bühler,U.Burger&M.John
Part2.2 Improvementofgroundmass
Thedimensioningoftunnelfacereinforcement 289
G.Anagnostou&K.Serafeimidis
VII
Cost-effectivepre-injectionwithrapidhardeningmicrocementandcolloidalsilicaforwater
ingressreductionandstabilisationofadverseconditionsinaheadracetunnel 297
A.K.Bahadur,K.G.Holter&A.Pengelly
Experimentalinvestigationonbackfillgroutingdeformationcharacteristicsof
shieldtunnelinsand 303
Y.-w.Han,W.Zhu,X.-c.Zhong&R.Jia
Advancesinsyntheticinjectiontechnology,dotheyimprovetunnel
constructionproductivity? 307
W.Kay,T.Yang
Injectiontechniquesusedattheoldworkingsandkarstvoidsabandonmentunderthe
built-upresidentialareasintheUrals 311
A.B.Kondratov
InstabilitiesattheMessochoratunnel,Greece:Groundimprovementandsafetyevaluation
basedonobservationaldata 315
V.Kontogianni&Y.Thanopoulos
RockboltintegrityevaluationintunnellingusingultrasonicNDTtechniques 321
J.S.Lee,H.J.Kim,I.M.Lee,S.I.Han&Y.J.Lee
Jet-groutinginundergroundconstruction 327
A.G.Malinin&P.A.Malinin
Modellingofgroundfreezingintunnelling 331
E.Pimentel,A.Sres&G.Anagnostou
Performanceevaluationofgroundimprovementbyelectricalresistivitytomography 337
T.Shimizu,K.Narumoto&S.Ebisu
ReinforcingEffectsaroundtunnelfacebycrown&facereinfored 345
J.H.Shin,S.H.Choi&S.B.Woo&Y.K.Choi
Laboratorytestingofchemicalgroutingeffectsinrocks 353
K.Soucˇek,L.Staš,R.Šnˇupárek&I.Kroutilová
Section3: Research,developmentanddesignofundergroundconstructionsinbuilt-upareas
DeformationcomputationbasedonnumericalmodellingforurbanNATMtunnelling 359
M.Z.A.Elrehim
NumericalanalysisofTBMroadtunnelsunderSuezCanalatPortSaid 367
A.Abu-Krisha
NumericalmodelingoffacestabilityforTBMtunneling 373
A.A.Krisha
Impactofthefaceanchoringonthestabilityofundergroundworking 377
J.Aldorf,E.Hrubešová&L.Duris
BentoniteandgroutflowaroundaTBM 383
A.Bezuijen
Volumechangesingroutusedtofillupthetailvoid 389
A.Bezuijen&W.H.vanderZon
VIII
Laboratorytestsoncompensationgrouting,theinfluenceofgroutbleeding 395
A.Bezuijen,M.P.M.Sanders,D.denHamer&A.F.vanTol
Softwaresolutionsforsensitivitystudiesindesignoftunnels 403
E.Bieth,L.Chantron&P.Roure
Safetyproblemsofundergroundstructuresinthedesign 409
N.Bulychev,N.Fotieva&A.Levchenko
Stabilityanddeformationsinlarge-scaleundergroundconstructions 415
A.Butovicˇ
Particulardesignfornuclearlongterminterimstorage 421
N.Dias,J.Triclot,H.Lagrave&E.Breton
Designandconstructionofatunnelusingthetechnologyforcontrollingmuckflowinthe
cuttingchamberofanearthpressurebalanceshieldoflargecrosssection 427
H.Dobashi,M.Matsuda,K.Matsubara&A.Kitayama
Estimationoffront-endstabilityusingfielddisplacement 435
R.M.Faure,J.F.Thimus,F.Demoulin&S.Delvaux
Influenceofsoilgroutingontheshallowtunnelliningsstressstateinurbanareas 439
N.Fotieva,N.Bulychev,S.Antziferov,A.Sammal&P.Deev
AnalysesofundergroundstructurescrossinganactivefaultinCoronado,California 445
T.Gregor,B.Garrod&D.Young
Numericalmodelingoftunnelexcavationandliningunderhighinitialstressesandhigh
undergroundwaterpressuresatJinpingMountain 451
W.Chen&H.-N.Ruan
Simulationoffailurearoundacirculartunnelusingabondedparticlemodel 457
D.S.Cheon,C.Park,S.Jeon&Y.-S.Jeong
DeformationpredictionfortunnelsatPiccExjunctioninLondonHeathrow–An
engineeringapproach 463
J.Jäger&A.Stärk
Improveddesignmethodfor2-archtunnel 469
W.G.Jeon,K.-H.Jeong,J.H.Lee,H.-H.Ahn&S.-W.Lee
EvaluationofstrengthparametersforthesingleshelltunnelinKorea 475
K.H.Joon,L.S.Ho,S.H.Seong&B.G.Jin
Measurementsandseismiceffectsofvibrationscausedbyurbantunneling 481
Z.Kaláb&J.Knejzlík
Designmethodconsideringconstructionloadsduringshieldtunnelingusinga
three-dimensionalFEManalysismodel 487
K.Kasuga,N.Kawada,A.Shiratori,N.Fukai&M.Saitou
Developmentofanewcenter-cutmethod:SAV-cut(StageAdvanceV-cut) 493
D.Kim,S.Noh,S.Lee,B.Park&S.Jeon
Astudyoftheinverttunnel’sbehaviorinaweathered-rockusinglaboratorymodeltest
andnumericalanalysis 501
K.J.Kim,S.Y.Koh,S.Y.Choo,C.S.Hong&D.J.Hwang
IX
