The Second Half Century of Rock Mechanics, Three Volume Set: 11th Congress of the International Society for Rock Mechanics, 3 VOLUMES + CD-ROM

1418 Pages·2007·93.791 MB·English

by  Ribeiro e Sousa, Luís

11THCONGRESSOFTHEINTERNATIONALSOCIETYFORROCKMECHANICS
© 2007 Taylor & Francis Group, London, UK
BALKEMA–ProceedingsandMonographs
inEngineering,WaterandEarthSciences

© 2007 Taylor & Francis Group, London, UK
PROCEEDINGS OF THE 11TH CONGRESS OF THE INTERNATIONAL SOCIETY FOR ROCK MECHANICS
(ISRM2007),LISBON,PORTUGAL,9–13JULY2007
11th Congress of the International Society
for Rock Mechanics
The Second Half Century of Rock Mechanics
VOLUME 1 & 2
Editors
L. Ribeiro e Sousa
UniversityofPorto,Porto,Portugal
C. Olalla
CEDEX,Madrid,Spain
N. Grossmann
LNEC,Lisbon,Portugal

LONDON / LEIDEN / NEW YORK / PHILADELPHIA / SINGAPORE
© 2007 Taylor & Francis Group, London, UK
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ISBN13set:978-0-415-45084-3
ISBN13Vol.1:978-0-415-45083-6
ISBN13Vol.2:978-0-415-45085-0
© 2007 Taylor & Francis Group, London, UK
Table of contents
Preface XIX
OrganizingCommittee XXI
InternationalScientificCommittee XXI
AdvisoryBoard XXI
VOLUME1
1. Rockengineeringandenvironmentalissues
Acidsulfiderock:ProblematicaspectsintheBasqueCountry(Spain) 3
V.Ormaetxea
Analysisandpredictionofdamagezoneduetosubsidenceconsideringrandomerrors 7
C.Sunwoo&D.W.Ryu
Analysisofgroundstabilityintheresidentialregionlocatedonthelimestonecorrosionzone 11
K.C.Han,D.S.Chun&D.W.Ryu
AnalysisoftracermigrationprocessinthecrackbymeansofX-rayCT 15
A.Sato&A.Sawada
Aninvestigationonlong-termstabilityandintegrityofsurroundingrocksinLongyoucavernscaved2000yearsago 19
YueZ.Q.,LiL.,YangZ.,LuM.,XuJ.H.&ZhengJ.
Developmentofanumericalsystemforpredictioncalculationofundergroundclimateinrelationtodesignofpassive
coolingofusednuclearfuelbynaturalventilation 23
Y.Mizuta,Q.Chen&T.Koga
DieRohrvortriebefürdenRegenüberlaufkanalNeckarhafen(Pipejackingfortheproject
“RegenüberlaufkanalNeckarhafen”) 27
C.Erichsen,A.Gekeler&C.-D.Hauck
ExcavationDamagedZone(EDZ)intheMeuseHauteMarneundergroundresearchlaboratory 33
G.Armand,Y.Wileveau,J.Morel,M.Cruchaudet&H.Rebours
ExperimentalstudyonwinderosionoftheconsolidatedancientearthensitebyPSmaterialinNorthwestChina 37
ZhaoH.,WangX.,Li.Z.X.,HanW.F.&GuoQ.L.
Faultreactivation,anexampleofenvironmentalimpactsofgroundwaterrisingonurbanareaduetoprevious
miningactivities 41
M.H.Yu,I.F.Jefferson&M.G.Culshaw
Fluidflowandtracertransportsimulationsforrockfracturesundernormalloadingandsheardisplacement 47
T.Koyama&L.Jing
Influenceofwatervaporpressureofsurroundingenvironmentonfracturetoughnessandcrackvelocityofrocks 51
Y.Obara,K.Sasaki,Y.Yoshinaga&Y.Suzuki
Measurementofmicrocrackvolumeinlowporositycrystallinerock 55
L.Jacobsson,M.Flansbjer,R.Christiansson&T.Jansson
Micromechanicalinvestigationsofthehydro-mechanicalbehaviourofargilliterocksbymeansofopticalfull
fieldstrainmeasurementandacousticemissiontechniques 59
F.Valès,M.Bornert,H.Gharbi,D.NguyenMinh&J.C.Eytard
Mininginstabilityandthemisuseofthe10-times-seamthicknessrule 63
J.A.Taylor&R.J.Fowell
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Naturalandthermomechanicalstressfieldmeasurementsatthe“RochersdeValabres”PilotSite
LaboratoryinFrance 69
C.Dünner,P.Bigarré,C.Clément,V.Merrien-Soukatchoff&Y.Gunzburger
NumericalmodelingofthefloodingofabandonedironminesinLorraine(France):Coupled
hydromechanicalapproach 73
D.Grgic,F.Homand&A.Giraud
PlanungdesNeckardükersSirnauinEsslingen(PlanningoftheNeckarundercrossingSirnauinEsslingen) 77
U.Heinemann&M.Tegelkamp
Rationalizationoftheimpoundmentofarsenic-richmuckutilizingadsorptionofsiltysoil 83
T.Igarashi,H.Imagawa,K.Asakura&K.Kaneko
Rockerosioninspillwaychannels–AcasestudyoftheLiggaspillway 87
L.Mörén&J.Sjöberg
RockmechanicsresearchforradioactivewastedisposalinFinland 91
E.Johansson,J.A.Hudson,M.Hakala,J.Sjöberg,S.Riikonen&P.Syrjänen
Simulationofhydrogeomechanicalresponsesofjointedrockmassestotunnelingandlining 97
J.H.Kihm,S.U.Park&J.M.Kim
Subcriticalcrackgrowthingranite 101
Y.Nara&K.Kaneko
Thedeterminationofinterpretationuncertaintiesinsubsurfacerepresentations 105
W.Tegtmeier,R.Hack&S.Zlatanova
Thermalover-closureofjointsandrockmassesandimplicationsforHLWrepositories 109
N.Barton
Waterstorageofthermalwatersinaclosingdownmine(Gavorrano,Italy) 117
C.A.Garzonio
2. Thepathfromcharacterizationtomodelling
Acomparisonofstressstrainbehaviourofreconstitutedandnaturalblackcoal 123
D.Jasinge,P.G.Ranjith,J.Kodikara&S.K.Choi
Aconstitutivemodelforelasticvisco-plasticbehaviorofweaksandstones 127
M.-C.Weng,L.-S.Tsai,F.-S.Jeng&M.-L.Lin
Acorrectioncoefficientofmechanicalparametersofcoalorrocktestsamplesanditsapplicationinroadway
supportdesign 131
LiuC.,WuX.&ChenY.
Adamage-plasticitymodelforporousgeomaterialsandthesimulationofstrainlocalizationbands 133
ChenX.&YangQ.
Adiscussiononthedecreaseofunconfinedcompressivestrengthbetweensaturatedanddryrocksamples 139
M.Romana&B.Vásárhelyi
Alaboratorytestingtechniqueandamodelfortheswellingbehaviorofanhydriticrock 143
E.Pimentel
Anewproceduretoassessin-siturockstressbyempiricalandprobabilisticmethodologies 147
L.I.GonzálezdeVallejo&T.Hijazo
Anewtypeofloadingplatenminimizingfrictionalrestraintatthespecimenboundary 151
M.Sagong,J.G.Kim,S.Kim,J.S.LeeandK.-H.You
AreviewoftheCercharandLCPCrockabrasivitymeasurementmethods 155
R.J.Fowell&M.Z.AbuBakar
AunifiedprocedureforHoek-Brownpredictionofstrengthandpostyieldbehaviourforrockmassesatthe
extremeendsoftherockcompetencyscale 161
T.G.Carter,M.S.Diederichs&J.L.Carvalho
Anapplicationofplanarelasticdisplacementsolutionfordoubleholeprobleminback-analysisoftwotesting
aditsofThreeGorgesProject,China 165
ZhangL.Q.,YangZ.F.&XuP.
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Anintroductiontoversion1.0ofsoftwareonlargedeformationanalysisforsoftrockengineeringatgreatdepth 169
HeM.,ChenX.,LiangG.P.,QianH.S.,ZhouY.F.&ZhuangX.Y.
Aninvestigationonthedynamictesting,propertiesandresponsesofsupportsystems 175
L.St-Pierre,F.P.Hassani,J.Ouellet&P.H.Radziszewski
Analysisontime-dependentprocessofcrackgrowthandstrengthdegradationofrock 179
J.H.Synn,C.Park&Y.B.Jung
Blockformationaroundexcavationsusingdeterministicandprobabilisticmethods 183
A.G.Thompson&C.R.Windsor
CharacterizationofvariableweatheredprofilesbyusingDPR 187
A.VianadaFonseca&S.Coelho
Classificationofanisotropicrocks 191
H.Saroglou&G.Tsiambaos
ComparingtheRQDandtheCvalues 197
Á.Váró,B.Vásárhelyi&L.Kovács
Comparisonofhand-mappingwithremotedatacapturesystemsforeffectiverockmasscharacterisation 201
J.S.Coggan,A.Wetherelt,X.P.Gwynn&Z.N.Flynn
Contributionfortheknowledgeofthefracturingandhydrauliccharacterizationofthegraniticplutonof
CastroDaireregion–Viseu(Portugal) 207
L.M.FerreiraGomes,L.AndradePais&E.Mendes
Determinationoforthotropicanisotropyoflayeredrock–Backanalysisfromloadingtestsinarbitrarydirections 211
K.Shin,K.Ogawa&T.Yokoyama
Determiningfracturesizeprobabilitydistributionfunctionsfromtracelengthprobabilitydistributionfunctions 215
F.Tonon
Developmentofrockjointswithtimeandconsequencesforengineering 223
S.Hencher&R.Knipe
Discontinuitydistributioningranitesanditseffectsonrockmassclassification 227
ShangY.,ShiY.,YuanG.&SunY.
Discretefracturenetworkmodellingandcharacterisationofrockmassesforblockcavingdesign 231
N.T.Ford,R.J.Pine&Z.N.Flynn
Effectofconfiningpressure,intermediateprincipalstressandminimumprincipalstressonthe
mechanicalbehaviorofasandstone 237
M.Kwas´niewski&M.Takahashi
Effectofjointparametersonthestress-strainresponseofrocks 243
G.Arunakumari&G.MadhaviLatha
Effectofrockbridgecontinuityandareaonshearbehaviorofjoints 247
A.Ghazvinian,M.R.Nikudel&V.Sarfarazi

Ellipsoidalelasticityforanisotropicrocksandrockmasses 251
A.Pouya&M.Chalhoub
Estimationofrockmassstrengthanddeformabilityfora30mcubeinthreedimensionsincluding
anisotropy–Acasestudy 255
P.H.S.W.Kulatilake,J.Park&J.-G.Um
Estimationofuniaxialcompressivestrengthofclay-bearingweakrocksusingneedlepenetrationresistance 265
Z.A.Erguler&R.Ulusay
EvaluationofBraziliantensilestrengthintransverselyisotropicsandstone 269
A.Tavallali,B.Debecker&A.Vervoort
EvaluationoffracturingprocessofsoftrocksatgreatdepthbyAEmeasurementandDEMsimulation 273
Y.Mito,C.S.Chang,K.Aoki,H.Matsui,S.Niunoya&M.Minami
Evaluationofgroundwaterflowduringexcavationofshaftsbyinversionoftiltdata 277
K.Matsuki,K.Nakatani,T.Arai,K.Ohmura,R.Takeuchi,Y.Arai&S.Takeuchi
Experimentalanalysesofstrainrateeffectoffrozenclayinthelowtemperature 281
MaQ.,CaiM.,HuS.&ChenB.
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© 2007 Taylor & Francis Group, London, UK
Experimentalstudyontheseepagecharacteristicsofrockmassunderunloadingcondition 285
LiuX.R.,LiangN.H.&BaoT.
ExtensionoftheHoek-Brownfailurecriteriontothreedimensions 289
A.Serrano,J.Estaire&C.Olalla
Fracturecharacterisationdeterminedbynumericalmodellinganalyses 293
Z.N.Flynn&R.J.Pine
Fracturemappingusing3Dlaserscanningtechniques 299
S.Slob,H.R.G.K.Hack,Q.Feng,K.Röshoff&A.K.Turner
Geomechanicaltestsandtheirapplicationsinrockanchoragedesign 303
KangH.&LinJ.
GeotechnicalmappingevaluationofrockgroynesinEspinhoarea(NWPortugal) 307
A.C.Pires&H.I.Chaminé
GeotechnicalpropertiesinanalterationprofileofthegraniteofCovilhã 311
V.M.Cavaleiro,P.G.Almeida&J.F.Riscado
InfluenceofchemicalattackonphysicalandmechanicalpropertiesofsomedimensionstonesfromBrazil 315
M.deP.Bastos,E.G.Marques&F.J.M.Sossai
Interpretationofrockjointorientationsexposedontherockfacesusingamultistageconvergence
photogrammetrictechnique 319
J.Kim,S.O.Choi&D.H.Kim
Inversionofdryingtestsonpartiallysaturatedargilliteforhydromechanicalparameteridentification 323
R.Giot,A.Giraud,F.Homand&K.Su
Laboratorymeasurementsofhydraulicexchangesandassociatedhydromechanicalcouplingsbetween
fractureandrockmassinthecaseofasandstone 327
M.Souley,M.Boulon,I.Rahmani&A.Thoraval
Laboratorystudyonthecharacteristicsofbreakoutunderpolyaxialstressconditions 331
D.S.Cheon,C.Park,J.H.Synn&S.Jeon
Laboratorytestingmethodsforin-situstressmeasurementandtime-to-failureprediction 335
A.Lehtonen,S.Mononen&J.Antikainen
Modelfailuretestsonrockanchors 339
S.García-Wolfrum,A.Serrano&C.Olalla
Moment-frequencydistributionusedasaconstraintforhydro-mechanicalmodelinginfracturenetworks 343
D.Bruel&J.Charlety
Newinsightsonthegeomechanicalconceptofjointroughness 347
M.J.A.Leal-Gomes&C.Dinis-da-Gama
Newmodelforthevolumetricstrainofrocksunderhighdifferentialstressandlargesheardisplacement 351
M.Takahashi,T.Takemura,M.Kato,M.Kwas´niewski&X.Li

Newpeakshearstrengthcriteriaforanisotropicrockjointsusingquantifiedjointroughnessparameters 355
D.Y.Kim&Y.N.Lee
NewZealandgreywackecharacteristicsandinfluencesonrockmassbehaviour 359
L.Richards&S.A.L.Read
Non-destructiveevaluationofthestablebehaviorofaquasi-brittlesandstone 365
M.P.Luong,M.EmamiTabrizi,B.Halphen&J.C.Eytard
NumericalanalysisoffracturetoughnesswithChevronBendtest 369
T.Ha,W.-B.Kim,J.-H.Jeong,H.-S.Yang&M.-H.Jang
Numericalexaminationofflowmechanismduringshearinarockjoint 373
Y.Mitani,T.Esaki,H.Ikemi&F.Vallier
Numericalmodellingofthemechanicalbehaviourofbimrock 377
M.Barbero,M.Bonini&M.Borri-Brunetto
Obtainingmodelingparametersforengineeringdesignbyrockmasscharacterization 381
M.Cai&P.K.Kaiser
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PredictingweatheringgradesbySchmidthammertest:Aninvestigationongraniticrockmaterialsfrom
SoutheasternBrazil 385
A.Basu,T.B.Celestino&A.A.Bortolucci
Probabilisticanalysisofblockstabilityinundergroundexcavationsusingrealisticfracturenetworkmodels 391
K.M.Moffitt&S.F.Rogers
ProblemsandexperimentalmethodsofsurfacesoftrockinNanning,Guangxi,P.R.China 395
X.G.Zhang&N.P.Yi
Propagationoflarge,twinnedfracturesinshear–Anumericalinvestigation 399
H.Hakami
Real-timeCTtestingofrockdamageevolutionmechanismundertriaxialcompression 403
GeX.&RenJ.
Recentdevelopmentsforautomaticidentificationofrockdiscontinuitysets 407
R.Jimenez-Rodriguez&C.D.Klose
SensitivityanalysisoftheHoek-Diederichsrockmassdeformationmodulusestimatingformula 411
P.Ván&B.Vásárhelyi
Settingupanewdirectsheartestingapparatus 415
G.Barla,M.Barla,M.Camusso&M.E.Martinotti
ShearbehaviorofrockjointsunderCNSconditions 419
Y.Kim,S.Kim&J.Kim
Simulationandvisualisationoftheinstallationofcableboltanchors 423
A.G.Thompson
Strainsofteningbehaviourandconstitutivemodelingofschist 427
RakeshKumar,K.G.Sharma&A.Varadarajan
Stresspathsinlaboratoryrockjointsheartests 431
J.Muralha
Stressrecoveryprocedurefordiscontinuousdeformationanalysis 435
Z.Y.Zhao,J.Gu&H.R.Bao
Studyonthenumericalmodelingofcrackpropagationinrockbythedistinctelementmethod 439
T.Funatsu,M.Ishikawa,Q.Li,N.Shimizu&M.Seto
Swellingpressureofmudstoneundercyclicwettinganddrying 443
R.Doostmohammadi,M.Moosavi,Th.Mutschler&C.Osan
SynergeticeffectandvisiblesimulationofAEinrockmassfailureprocess 447
YuG.,XuY.,ZhangM.,TangC.&PanY.
TheBaixoAlentejo(Portugal)flyschrocks:Physicalpropertiesandcorrelations 451
A.B.Pinho,I.M.R.Duarte&J.A.Rodrigues-Carvalho

ThedilationpotentialofroughrockjointsunderCNLandCNSconditions 455
M.Pötsch,M.Blümel,T.Schieg&C.Seywald
Theeffectofscaleonthesurfacedamageandasperitydegradationofrockjoint 461
N.Fardin
Theeffectofstoneconsolidationonthephysicalpropertiesofporouslimestone:Arockmechanicalapproach 465
Z.Pápay&Á.Török
Thelocaldegradationapproachappliedtothemodellingofbrittlefractureofanisotropicheterogeneousrock 469
S.C.Yuan&J.P.Harrison
TheMogi-Coulombtrue-triaxialfailurecriterionandsomeimplicationsforRockEngineering 475
A.M.Al-Ajmi&R.W.Zimmerman
Thestrengthofrockdefects–numericalanalysisofscaleeffects 481
Z.H.F.Lai,K.J.Douglas&G.Mostyn
TheSyntheticRockMassapproach–Astepforwardinthecharacterizationofjointedrockmasses 485
D.MasIvars,N.Deisman,M.Pierce&C.Fairhurst
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© 2007 Taylor & Francis Group, London, UK
Theuseofabonded-particlemodelforstudyingthemechanicalbehaviorofweakrock 491
F.-S.Jeng,H.-H.Li,T.-H.Huang&Y.-M.Hsieh
ThermalmodelingusingparticleclustersinPFC 495
T.S.Wanne&R.P.Young
Thermo-mechanicalanalysisofjointedrockmassesundercryogenicconditions 499
C.Park,E.-S.Park,C.Park,S.-K.Chung,H.-Y.Kim&D.-H.Lee
Three-dimensionalcontinuummodelingofmasonrystructuresapplicationtotheSE/Ecornerofthe
AcropoliswallofAthens 503
I.Stefanou,J.Sulem&I.Vardoulakis
Time-dependentdamagegrowthandfailuremechanismaroundtunnelunderdeepgeologicalenvironments 509
T.Takemura,A.Golshani,M.Oda,Y.Okui&M.Takahashi
UniaxialcompressionbehaviouroftheJarmelogranite(Guarda,Portugal) 513
M.Quinta-Ferreira&A.M.Antão
Validationofdeterminationofrockdeformationmodulibydifferentmethods 517
A.I.Savich,E.G.Gaziev,V.I.Rechitski&A.V.Kolichko
3. Slopes,foundationsandopenpitmining
3DsimulationanalysisoffailureofrockslopewithcrackpropagationbyDEM 525
S.Ohtsuki,H.Kusumi&T.Matsuoka
Activeandpassiveearthpressuresonretainingwallsassuminganon-linearstrengthcriterionandconstantdilatancy 529
A.Serrano,C.Olalla&A.Perucho
Aninnovativeapproachfortheuseof3Dimagesinthemechanicalanalysisofblocksinarockmass 533
M.Pötsch,W.Schubert&A.Gaich
Analysisoflaserscannerdatacollectedduringasurveyoffacesinarockquarry 539
T.Rotonda,M.Marsella,L.Lizzadro&A.Ricca
AnalysisofstabilityconditionofrockslopeslyingalongafarEastmotorwaybasedonlaserscannersurveys 543
A.M.Ferrero,G.Forlani,M.Migliazza,R.Roncella,P.Grasso&E.Rabbi
Anchoringmechanismofself-lockingpre-stressedanchorcableanddesignofself-locker 547
ZhuB.,LiuQ.&WuZ.
ApplicationofDOMboreholeinformationforrockslopemonitoring 551
T.F.Cho,G.H.Lee,K.S.Won,Y.J.Kim&J.W.Choi
AssessmentofrockmassdeformationandslopestabilitypredictionsofOdessaPortplant 555
E.Freiberg,E.Bellendir,A.Fedchun,A.Elkin,G.Bich&E.Cherkez
Bearingcapacityofjointedrockfoundationsundergravityconcretedams 559
A.Fahimifar&M.Imani
Briefandsystematicevaluationfordeformationcharacteristicsofdamsiterockmassbyshockresponsevalue 563
Y.Ito,K.Agui,K.Kikuchi,M.Fujieda,T.Kobayashi&T.Saito

ChallengingproblemsintheXiaowansuperlargearchdamunderconstruction 567
ZhouW.,LinP.,YangQ.&YangR.
ControllingoftheJietaiTemplelandslide,Beijing 571
WangZ.
Deformationreinforcementtheoryanditsapplicationinthedamtoeanchoragedesign 575
YangQ.,ChenY.R.&LiuY.
ElCuneslideinmudstonesandshalesinColombia:Historyandanalyses 579
A.J.Gonzalez-Garcia&J.Montero-Olarte
Evaluatingtheadhesionstrengthofdifferentsealantsonkimberlite 585
S.Saydam&Y.S.Docrat
Evaluationoftherockmasspropertiesusingthedownholehammerdrillinglogs 589
J.P.Tshibangu,S.Wittemans,B.Deschamps&S.Duray
ExcavationofrockconcretionsinHambachopencastmine:Insitutests 593
R.M.Schmitz
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