Computer Methods and Recent Advances in Geomechanics PDF
Preview Computer Methods and Recent Advances in Geomechanics
Editors Oka Murakami Uzuoka Kimoto Computer Methods and Recent Advances in Geomechanics contains the proceedings of the 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics (Kyoto, Japan, 22-25 September, 2014). The contributions cover computer methods, material modeling and testing, applications to a i a C n n o wide range of geomechanical issues, and recent advances G d m Computer Methods in various areas that may not necessarily involve computer e p R methods, including: o e u m c t and Recent Advances e e - Development and usage of new materials; e n r c - Constitutive modeling of materials including deformation, h t M in Geomechanics damage and failure; a A e n d t - Verifi cation of existing and new numerical models; h i v - Micro-macro correlations of material response including c a o s n d non-destructive testing; c s Editors: - New techniques for material and site characterization; e s Fusao Oka, Akira Murakami, Ryosuke Uzuoka & Sayuri Kimoto - Computer-aided engineering and expert system; - Innovative construction using new materials and computer methods; - Design and rehabilitation of infrastructure; - Geo-environment rehabilitation and Geo-hazard mitigation - Use of system and optimization procedures, and - Remote sensing. Computer Methods and Recent Advances in Geomechanics will be of interest to researchers and engineers involved in geotechnical mechanics and geo-engineering. an informa business Oka Prelims-FP.tex 13/8/2014 18:43 PageI COMPUTERMETHODSANDRECENTADVANCESINGEOMECHANICS TThhiiss ppaaggee iinntteennttiioonnaallllyy lleefftt bbllaannkk Oka Prelims-FP.tex 13/8/2014 18:43 PageIII PROCEEDINGSOFTHE14THINTERNATIONALCONFERENCEOFINTERNATIONAL ASSOCIATIONFORCOMPUTERMETHODSANDRECENTADVANCESINGEOMECHANICS, KYOTO,JAPAN,22–25SEPTEMBER2014 Computer Methods and Recent Advances in Geomechanics Editors Fusao Oka GraduateSchoolofEngineering,KyotoUniversity,Kyoto,Japan Akira Murakami GraduateSchoolofAgriculture,KyotoUniversity,Kyoto,Japan Ryosuke Uzuoka InstituteofTechnologyandScience,TheUniversityofTokushima,Tokushima,Japan Sayuri Kimoto GraduateSchoolofEngineering,KyotoUniversity,Kyoto,Japan Oka Prelims-FP.tex 13/8/2014 18:43 PageIV CRCPress/BalkemaisanimprintoftheTaylor&FrancisGroup,aninformabusiness ©2015Taylor&FrancisGroup,London,UK TypesetbyMPSLimited,Chennai,India PrintedandboundinGreatBritainbyCPIGroup(UK)Ltd,Croydon,CR04YY. Allrightsreserved.Nopartofthispublicationortheinformationcontainedhereinmaybe reproduced,storedinaretrievalsystem,ortransmittedinanyformorbyanymeans, electronic,mechanical,byphotocopying,recordingorotherwise,withoutwrittenprior permissionfromthepublishers. Althoughallcareistakentoensureintegrityandthequalityofthispublicationandthe informationherein,noresponsibilityisassumedbythepublishersnortheauthorforany damagetothepropertyorpersonsasaresultofoperationoruseofthispublication and/ortheinformationcontainedherein. Publishedby: CRCPress/Balkema P.O.Box11320,2301EHLeiden,TheNetherlands e-mail:[email protected] www.crcpress.com–www.taylorandfrancis.com ISBN:978-1-138-00148-0(Hardback+USB-card) ISBN:978-1-315-73319-7(eBook) Oka Prelims-FP.tex 13/8/2014 18:43 PageV ComputerMethodsandRecentAdvancesinGeomechanics–Oka,Murakami,Uzuoka&Kimoto(Eds.) ©2015Taylor&FrancisGroup,London,ISBN978-1-138-00148-0 Table of contents Preface XXIII Obituary XXV Committeemembers XXVII Reviewers XXIX PLENARYLECTURES Measuringstiffnessofsoilsinsitu 3 G.Biscontin&J.Ahn Strainlocalizationinporousmaterialswithspatiallyvaryingdensityanddegreeofsaturation 13 R.I.Borja&X.Song Consolidation-inducedtransportofcontaminantsincompressibleporousmedia 17 P.J.Fox TheGreatEastJapanEarthquakeDisasterandintegratedearthquakesimulationfor earthquakehazardanddisasterestimate 25 M.Hori Groundimprovementintransportgeotechnics–fromtheorytopractice 35 B.Indraratna,S.Nimbalkar,C.Rujikiatkamjorn&A.Heitor Carbondioxideinjectionintodeepaquifers:Ageomechanicalperspective 45 L.Laloui&C.Li Parameterandmodelidentificationusingtheparticlefilterforgeotechnicalapplications 51 A.Murakami,K.Fujisawa,S.Ohno,T.Shuku&S.Nishimura Characterizationofgeotechnicalvariability–amultivariateperspective 61 K.K.Phoon&J.Ching Finiteelementanalysisoftunnelexcavationandgroundimprovementtechniquesemploying anewconstitutivemodelforshotcrete 71 H.F.Schweiger,B.Schädlich,P.Sedighi,E.Saurer,T.Marcher,S.Henke&K.-M.Borchert Atheoryofplasticitywithgeneralizedhardeningfornaturalgeomaterialsundermechanical andenvironmentalloading:Constitutivemodelingandnumericalimplementation 81 C.Tamagnini&M.O.Ciantia Geomaterialplasticityandthermodynamicstabilityofequilibrium 91 Q.Yang,Y.R.Liu&K.D.Leng GENERALSESSIONS Computationaladvancesinnumericalandanalyticalmethods Penetrationsimulationforanopencaissonusingmesh-freeSPHmethod 105 J.Wang,H.Hua&W.P.Lian Simulationofgranularmaterialsundercontinuouslyvaryingintermediateprincipal stressratiousingDEM 111 D.Phusing&K.Suzuki Assessmentofapplicabilityofthematerialpointmethodinoffshoregeotechnicalengineering 117 Y.Dong,J.Ma,D.Wang&M.F.Randolph V Oka Prelims-FP.tex 13/8/2014 18:43 PageVI Numericalassessmentonsomepreconditionersforelasto-plasticgeotechnicalfiniteelementanalysis 123 X.Chen,W.Dong,Y.Yu&K.K.Phoon Applicationofthegeneralised-αmethodindynamicanalysisofpartiallysaturatedmedia 129 J.Ghorbani,M.Nazem&J.P.Carter LocalcalibrationofMEPDGrutmodels:Oklahoma’sexperiencefroman instrumentedpavementsection 135 N.Hossain,D.Singh,M.Zaman&SM.S.Rassel Discontinuitylayoutoptimizationwithadaptivenoderefinement 141 M.Crumpton,A.J.Abbo&S.W.Sloan Decisionoftheconcreteparametersandfractureanalysisofconcreteforinteractive analysisofsoilsandconcretestructures 147 K.Okajima&T.Tanaka HighPerformanceComputingpreconditionersfortheefficientsolutionofgeomechanicalmodels 153 M.Ferronato,C.Janna,G.Gambolati&F.Sartoretto Anumericalapproachformodellingtheploughingprocessinsands 159 E.Kashizadeh,J.P.Hambleton&S.A.Stanier DevelopmentanditsvalidationofRigidPlasticMovingParticleSimulationmethod 165 K.Isobe,S.Ohtsuka&T.Hoshina Materialpointmethodsimulationoftriaxialsheartests 169 W.T.Sołowski,S.W.Sloan&D.Wang Theeffectofconsolidationpathonundrainedbehaviourofsand–aDEMapproach 175 H.B.K.Nguyen,M.M.Rahman,D.A.Cameron&A.B.Fourie Anewstabilityanalysismethodofslopesconsideringprogressivefailure 181 K.Onishi&J.-C.Jiang Numericalimplementationofanon-localMohr-Coulombmodel 187 X.Qu,M.-S.Huang,X.Gu&X.-L.Lu Anumericalstudyofthepenetrationtestatconstantrodvelocity 193 Q.A.Tran,B.Chevalier&P.Breul NumericalsimulationofspudcanpenetrationusingcoupledEulerian-Lagrangianmethod 199 H.D.V.Khoa Computationalandreliabilityaspectsofmicro-geomechanics 205 R.Blaheta,R.Kohut,J.Starý&S.Sysala Numericalstudyontheinfluenceoftraditionalsoilfoundationonthestabilityof masonrystructureinAngkorwithNMM-DDA 211 R.Hashimoto,T.Koyama,M.Mimura,M.Kikumoto,T.Saito,S.Yamada,M.Araya&Y.Iwasaki Constitutivemodelling Analyticalsolutionofadynamicalsystemssoilmodel 219 P.G.Joseph&J.Graham-Eagle Theeffectofconstitutivemodellingonestimatesoftheshort-termresponseof squeezinggroundtotunnelexcavation 225 W.Dong&G.Anagnostou Asemi-analyticalprocedureforcircularopeninginstrain-softeningrockmasswith theunifiedstrengthcriterion 231 L.Cui,J.Zheng&R.Zhang Onthecompressionbehaviourofstructuredsoils 237 C.Yang,J.P.Carter&D.Sheng Aviscoplasticsubloadingoverstressmodelwithamovingcentreofhomothety 243 J.R.Maranha,C.Pereira&A.Vieira VI Oka Prelims-FP.tex 13/8/2014 18:43 PageVII Anumericalmodelforthelong-termstabilityofjointedrockslope 249 H.B.Bian,L.F.Zheng&J.F.Shao Onplasticity-damagemodelingofshales 255 F.Parisio,S.Samat&L.Laloui Numericalandanalyticalmodelingofparticledegradation 261 S.Nimbalkar&B.Indraratna Explicitfinitedeformationstressintegrationoftheelasto-plasticconstitutiveequations 267 L.Monforte,M.Arroyo,A.Gens&J.M.Carbonell Modelingsoilbehaviorsunderprincipalstressrotations 273 Y.Yang,Z.Wang&H.-S.Yu Nonlinearstrengthcriterionformunicipalsolidwaste 279 X.Lu,H.Lai&M.Huang Propagationofseismicwavesthroughsaturatedsoftclaydeposits:Constitutiveand numericalmodeling 285 G.Seidalinov&M.Taiebat Equivalentcontinuummodelaccountingforanisotropyinchalkbymeansofembedded jointsets 291 F.Rafeh,H.Mroueh&S.Burlon NumericalanalysisanditsverificationofAzadearthdamintheperiodofconstruction 297 M.Karami,A.Aminjavaheri&A.Mazaheri Failureofgeomaterials ExperimentallyobservedshearbandsinaScandinaviansoftclaysubjectedtoanundrained shearingundertheplanestraincondition 305 V.Thakur Fatigueofgeomaterials 311 R.Pytlik&S.V.Baars Punchingshearcoefficientsforthedesignofworkingplatforms 317 S.N.S.Eshkevari&A.J.Abbo Apracticaluseofthefiniteelementwithanembeddedinterfaceforsimulatingthedirect shearonbrittlematerials 323 T.Nishiyama&T.Hasegawa Failurepropagationandmesh-dependencyincoupledhydraulic-mechanical transientproblems 329 R.Schuerch&G.Anagnostou ModelingofExcavationDamagedZonethroughthestrainlocalizationapproachinBoomclay 335 F.Salehnia,R.Charlier,X.Sillen&A.Dizier Experimentalstudyoftrapdoorproblemin3dimensionswithX-rayCT–transitionfrom planestrainto3Dbehavior 341 B.Chevalier,J.Otani&T.Mukunoki Strainlocalizationofasoilcolumnduetoseismicloading 347 I.Rapti,A.Foucault,F.Voldoire,F.Lopez-Caballero&A.Modaressi-Farahmand-Razavi Centrifugemodelexperimentsandgranularelementsimulationondeformationofsurfacesoil layercausedbythelargedisplacementofreversefault 353 K.Sassa,K.Kaneko,S.Nozoe,A.Yamamoto,N.Oyama&Y.Hashizume Characteristicsofshearbandingranularmaterialsbydiscreteelementmodeling 359 X.Q.Gu,M.S.Huang&J.G.Qian VII Oka Prelims-FP.tex 13/8/2014 18:43 PageVIII Effectofconfiningpressureonstrainlocalizationofasandspecimenunderplane straincondition 365 M.Mukherjee,A.Gupta&A.Prashant Coupledphenomena Saltdomesdeformationcoupledtotheflowofgeothermalbrineandoil 373 M.C.Suárez,F.Samaniego&X.Shen Numericalsimulationofthermo-hydro-mechanicallycoupledprocessesduring groundfreezingandthawing 379 H.Kyokawa&Y.W.Bekele PredictablecoupledbehaviorofbuffermaterialinHLWrepository 385 Y.Tsukada,A.Kobayashi&M.Chijimatsu Liquefactionoffluid-saturatedsoils 391 W.Ehlers&M.Schenke Onsphericallysymmetricproblemsinthermo-poromechanics 397 A.P.S.Selvadurai&A.P.Suvorov Expressionofthepore-pressurecoefficientBwithnumericalsimulation 403 Y.Sugiyama,H.Tanaka,K.Kawai&A.Iizuka NumericalsimulationofsaturationprocessinTRUdisposalfacility 409 Y.Takayama,R.Hino,A.Iizuka&K.Kawai Numericalexperimentsonfreeze-thawofsoilswithcoupledthermo-hydro-mechanicalFEanalysis 415 T.Ishikawa,I.Kijiya,T.Tokoro&M.Sato Instabilityanalysisandnumericalsimulationofthedissociationprocessofmethane hydratebearingsoil 421 H.Iwai,S.Kimoto,T.Akaki&F.Oka Testingandmodelling Predictionoftheshearmodulusatsmallstrainsforfine-grainedunsaturatedsoils 429 S.Han&S.K.Vanapalli Evaluationofsettlementbehaviorsoftheimprovedgroundbyusingfloatingtype cement-treatedcolumnsduringconsolidation 435 Z.B.Jiang,R.Ishikura&N.Yasufuku Ontheinfluenceofloadingfrequencyonthepore-waterdissipationbehaviorduring cyclicconsolidationofsoftsoils 441 N.Müthing,T.Schanz&M.Datcheva Undrainedstabilityoftalltunnels 447 D.W.Wilson,A.J.Abbo&S.W.Sloan EffectsofRAPbinderonmoisture-induceddamagepotentialofasphaltmixes withlimestoneaggregates 453 R.Ghabchi,D.V.Singh&M.Zaman EvaluationoffatigueresistanceofasphaltmixesusingFourPointBeamFatigueand Semi-CircularBendtestmethods 459 M.Barman,R.Ghabchi,D.V.Singh,M.Zaman,S.Commuri&K.Hobson Correlationsbetweenswellingandsuctionpropertiesofexpansivesoils 465 B.H.Rao,R.L.Sahu&S.K.Das Assessmentofpipe-jackingforcesthroughdirectsheartestsontunnelingrockspoils 471 C.S.Choo&D.E.L.Ong EstimationofconsolidationpropertiesandthesettlementofPleistoceneclaylayer atKobePortArea 477 E.K.Ha,S.Kataoka,S.Nonami,T.N.Lohani&S.Shibuya VIII Oka Prelims-FP.tex 13/8/2014 18:43 PageIX Validationofporosityin2D-DEMCPTmodelusinglargescaleshakingtabletests insaturatedsands 483 P.Bakunowicz&N.Ecemis Recentdesignstrategiesadaptedforfoamedbituminousstabilisationinflexible pavementrehabilitationworksinQueensland 489 R.L.Logitharan,K.Somasundaraswaran&J.M.Ramanujam 3DSimulationofanactualsnowavalanche 495 K.Sawada,S.Moriguchi&K.Oda Designandassessmentofanewmodeldevicefortestinginternalerosionandpiping 501 M.Caruso,D.Sterpi&C.Jommi Influenceofaspectratiooncrushingstrengthcharacteristicsofsandandgranitesawdustmaterials 507 B.H.Rao,R.Ch.Meena,N.Meena&R.L.Sahu Numericallowerboundlimitanalysesofsandheapsubjectedtobasalsettlement withhystereticreversals 513 T.Pipatpongsa,J.Nakamura,C.Borely&M.H.Khosravi Numericalandfieldanalysisofinteractionofpilingfoundationswithsoilground 519 A.Zh.Zhussupbekov,Y.B.Utepov&I.O.Morev ModifyingtheCasagrandecurve-fittingmethodtoaccountfor3Daxisymmetricconsolidation 523 J.Lovisa,N.Sivakugan,S.MacDonald,S.Thomas&W.W.Read Volumechangebehaviorofanunsaturatedsoil–anumericalinvestigation 529 M.W.Gui,S.S.Ketsu,C.H.Chen&C.W.Lu Shearstrengthanddilatancyofunsaturatedsilicasandintriaxialcompressiontests 535 J.Fern,K.Soga,D.J.Robert&T.Sakanoue Reliability,datamining,artificialintelligencetechniques/methods AvailabilityofartificialneuralnetworktoestimatingsoilpropertiesofHolocene claysinOsakaBay 543 K.Oda,K.Yokota&M.S.Lee StochasticconsiderationofconsolidationsettlementofHoloceneclaylayerinOsakaBay 549 K.Oda,K.Yokota&M.S.Lee Anewoptimizationapproachforcalibratingtheparametersofthehyperbolicsoil constitutivemodel 555 Y.T.Yeung&J.P.Wang Anexperttechniqueforoptimizationofundergroundminesupportsystem 561 S.K.Kashyap,Md.Tanweer,A.Sinha&D.R.Parhi Computersandinformationtechnology Forecastingofvibrationparametersandoptimizationofthedesignofpilefoundations operatedunderdynamicloads 569 L.V.Nuzhdin&M.L.Nuzhdin DevelopmentofcomputersoftwarebasedonRMR,QandM-RMRclassificationsystems usedforrockmasscharacterization:ROCKMASSV2.0 575 Ö.I˙nik,I˙.Özkan&E.Ünal Astudyonphotogrammetricalgorithmforcrackwidthmeasurement 581 S.Nishiyama,T.Tsubosaka,T.Kikuchi&T.Yano HybridparallelizationofearthquakeresponseanalysisusingKcomputer 587 Y.Shigeno,Y.Hamada&N.Nakamura Thedevelopmentofmobileapplicationfordebrisflowdisasterprevention–thecase ofKaohsiungCity 593 S.-H.Chang&M.-H.Wu IX
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