Micro to MACRO Mathematical Modelling in Soil Mechanics PDF
Preview Micro to MACRO Mathematical Modelling in Soil Mechanics
Trends in Mathematics Pasquale Giovine Paolo Maria Mariano Giuseppe Mortara Editors Micro to MACRO Mathematical Modelling in Soil Mechanics Trends in Mathematics TrendsinMathematicsisaseriesdevotedtothepublicationofvolumesarisingfrom conferences and lecture series focusing on a particular topic from any area of mathematics.Itsaimistomakecurrentdevelopmentsavailabletothecommunityas rapidlyaspossiblewithoutcompromisetoqualityandtoarchivetheseforreference. ProposalsforvolumescanbesubmittedusingtheOnlineBookProjectSubmission Formatourwebsitewww.birkhauser-science.com. Materialsubmittedforpublicationmustbescreenedandpreparedasfollows: Allcontributionsshouldundergoareviewingprocesssimilartothatcarriedoutby journals and be checked for correct use of language which, as a rule, is English. Articles without proofs, or which do not contain any significantly new results, shouldberejected.Highqualitysurveypapers,however,arewelcome. 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Moreinformationaboutthisseriesathttp://www.springer.com/series/4961 Pasquale Giovine • Paolo Maria Mariano • Giuseppe Mortara Editors Micro to MACRO Mathematical Modelling in Soil Mechanics Editors PasqualeGiovine PaoloMariaMariano DICEAM DICeA UniversityMediterranea UniversityofFlorence ReggioCalabria,Italy Florence,Italy GiuseppeMortara DICEAM UniversityMediterranea ReggioCalabria,Italy ISSN2297-0215 ISSN2297-024X (electronic) TrendsinMathematics ISBN978-3-319-99473-4 ISBN978-3-319-99474-1 (eBook) https://doi.org/10.1007/978-3-319-99474-1 LibraryofCongressControlNumber:2018965812 MathematicsSubjectClassification(2010):74E20,76T25,74L50,74L10,74A60,70F35,70F99 ©SpringerNatureSwitzerlandAG2018 Thisworkissubjecttocopyright.AllrightsarereservedbythePublisher,whetherthewholeorpartof thematerialisconcerned,specificallytherightsoftranslation,reprinting,reuseofillustrations,recitation, broadcasting,reproductiononmicrofilmsorinanyotherphysicalway,andtransmissionorinformation storageandretrieval,electronicadaptation,computersoftware,orbysimilarordissimilarmethodology nowknownorhereafterdeveloped. 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This book is published under the imprint Birkhäuser, www.birkhauser-science.com by the registered companySpringerNatureSwitzerlandAG Theregisteredcompanyaddressis:Gewerbestrasse11,6330Cham,Switzerland Preface This volume collects selected papers from the Symposium on Micro to Macro MathematicalModellinginSoilMechanicsheldinReggioCalabriaattheUniversità MediterraneafromMay29thtoJune1st,2018. The symposium was the fourth of a series started in 2000 in Reggio Calabria by one of us (P. Giovine) and further continued by him with the collaboration of always renewed scientific committees. Gianfranco Capriz (University of Pisa and Accademia dei Lincei, Rome) also gave an essential impulse to this process by contributing to the activity of the scientific committees in all editions of the symposiumandaddressingresearchongranularmatter. Thisseriesofsymposiaregisteredacontinuousgrowthinthenumberofpartic- ipants. The various editions covered several aspects of the mechanics of granular matter,fromtheoreticalissues(rangingfromkinetictheorytoextendedthermody- namics, mixture theory, homogenization,and multi-scale continuum descriptions) to computer simulations and experimental campaigns. Problems emerging in the mechanics of soils often call upon methods and views from different theoretical settings,aboveallwhenwerequirearatherdetailedmathematicalrepresentationof thephysicsinvolved.Proposedmodelsimplychallengingmathematicalproblems. Differentcomputationalmethodsshowtheirpowerfulnessinspecificcircumstances; theirtechnologyrequiresattimesrefinementsoradaptations,withconsequentneed ofconvergenceproofs. Experimentalcampaignsvaryfromlaboratoryto in situ testing. However,their planningrequiresapreliminarytheoreticalviewonthephenomenathatwewantto investigate,takingintoaccountthelimitsofexperimentaldevices. Duetothemultiplicityofcircumstances,methods,physicalaspects,models,and theoreticalproblemsinvolvedinthemechanicsofsoils,wefinditveryhardtooffer a complete view on the discipline. So, with this volume, we just try to furnish a collectionofpapersabletoshowasignificantandvariegateportionofthescenario. Thearticlescollectedherecovertheoretical,computational,andexperimentalwork. The readers find the analyses of questions dealing with crushing of particles, poro-mechanics, dynamics of pollutants, granular jamming, swelling, solid-fluid and chemo-mechanical couplings, greenfield tunneling, aging and liquefaction, v vi Preface photoelasticity,descriptionofmicrostructures,etc.Intheseanalyses,methodsfrom theoreticalcontinuummechanicsplayanessentialrole,evenwiththehelpofrather sophisticated analytical tools. Computational strategies based on finite or discrete elementsappearasuseful(ifnotnecessaryattimes)toolstoquantifythesolutions to specific problems. The experimental techniques involve in some cases X-ray tomographybeyondthestandardtriaxialcellandothertraditionalprocedures. In summary, this volume indicates a variety of peculiar aspects of the current trendsin the mechanicsof soils, which can be a source of suggestionsfor further researches. We gratefully thank Maurizio Brocato, Claudio di Prisco, Wolfgang Ehlers, James T. Jenkins, Stefan Luding, David Muir Wood, Francesco Oliveri, and KenichiSoga for their help in reviewingthe papersin this volumeand servingas chairpersonsduringthesymposium. Also, we thank the University of Reggio Calabria for the sensibility shown in deciding to host and support the symposium. The additional support of the ItalianNationalGroupinMathematicalPhysics(GNFM-INDAM)hasbeenanother essentialfactorintheorganization. ReggioCalabria,Italy PasqualeGiovine Florence,Italy PaoloMariaMariano ReggioCalabria,Italy GiuseppeMortara June2018 Contents StiffnessofDestructuredWeakCarbonateRock............................. 1 F.J.Alvarez-Borges,B.N.Madhusudhan,andD.J.Richards ANonlinearHyperelasticAnisotropicModelforSoils ...................... 11 A.Amorosi,F.Rollo,andG.T.Houlsby Mapping GrainStrains in Sand Under Load Using Neutron DiffractionScanning............................................................. 23 Stefanos D. Athanasopoulos, Stephen A. Hall, Joe F. Kelleher, ThiloPirling,JonasEngqvist,andJohanHektor Dual Porosity/Single Permeability Poromechanics Response ofanInclinedWellborewithNo-FlowOuterBoundary..................... 35 SilvioBaldinoandStefanZ.Miska NumericalScatteringExperimentsonAssembliesofClayPlatelets....... 49 GeorgiosBirmpilis,MatiasNordin,andJelkeDijkstra Granular Jamming as Controllable Stiffness Mechanism for MedicalDevices .................................................................. 57 L.Blanc,A.Pol,B.François,A.Delchambre,P.Lambert,andF.Gabrieli AdhesionFailuresinGranularMixtures...................................... 67 MicheleBuonsanti EvolutionofGranularContactGain,LossandMovementUnder ShearStudiedUsingSynchrotronX-rayMicro-tomography............... 81 ZhuangChengandJianfengWang MicrostructuralChangesUnderlyingtheMacro-response ofaStiffClay..................................................................... 89 Simona Guglielmi, Federica Cotecchia, Francesco Cafaro, andAntonioGens vii viii Contents MicromechanicalInsights of StrainRateEffect onCrushable GranularMaterials.............................................................. 99 SoukatKumarDasandArghyaDas CompressibilityandSwellingofanOverconsolidatedHighlyPlastic PaleogeneClay ................................................................... 109 Irene Rocchi, Giorgia Di Remigio, Gitte Lyng Grønbech, andVarvaraZania DEMAnalysisofJackedOpen-EndedPile ................................... 119 NuoDuan,YiPikCheng,JunWeiLiu,andFengYu Chemo-mechanical Modelling in Bonded Geomaterials fromtheMicro-totheMacro-scale............................................ 127 AlessandroGajo,FrancescoCecinato,andTomaszHueckel GeochemicalControlof Laponite Dispersions for Pore Fluid EngineeringofGranularSoils.................................................. 135 AmyGetchell,HailieSwanson,andMarikaSantagata AdsorptionandDiffusionofPollutantsinUnsaturatedSoils............... 147 PasqualeGiovine ModellingWaterFlowandIonTransportinClaySoils:TheCase ofKClWellsintheHeadofanEarthflow..................................... 159 GiuseppeM.Grimaldi,DarioM.Pontolillo,JacopoDeRosa,EnzoRizzo, andCaterinaDiMaio MicromechanicsofGranularMediaCharacterisedUsingX-Ray Tomographyand3DXRD....................................................... 169 StephenA.Hall,RyanC.Hurley,andJonathanWright AgingEffectsonLiquefactionResistanceandShearWaveVelocity inReconstitutedSand ........................................................... 177 TsuyoshiHonda CoupledFluid-ParticleModelingofSubmergedGranularCollapse ...... 187 L.Jing,G.C.Yang,C.Y.Kwok,andY.D.Sobral TheParadoxoftheAspectRatioandItsEffectonBulkStressofa GranularAssembly .............................................................. 195 ReidKawamotoandTakashiMatsushima TheCoefficientofLateralEarthPressureK SubjectedtoFreezing 0 andThawingforGranularSoils................................................ 205 Incheol Kim, Garam Kim, Seongcheol Hong, Jiyeong Lee, andJunhawnLee Photo-ElasticObservationofLoadingandCrushingofaSingleGrain... 213 DanutaLes´niewska,IwonaRadosz,andMagdalenaPietrzak Contents ix EffectofRubberInclusionontheFrictionAngleatCriticalState forDifferentHostSands......................................................... 225 W.Li,C.Y.Kwok,K.Senetakis,andC.S.Sandeep Does G of Granular Materials Carry Informationon Their 0 ParticleCharacteristics? ........................................................ 235 B.N.MadhusudhanandM.C.Todisco HeterogeneityandVariabilityofClayRockMicrostructureina Hydro-MechanicalDoubleScaleFEM×FEMAnalysis.................... 247 B.Pardoen,S.DalPont,J.Desrues,P.Bésuelle,D.Prêt,andP.Cosenza StrainsInsideShearBandsObservedinTestsonModelRetaining WallinActiveState.............................................................. 257 MagdalenaPietrzakandDanutaLes´niewska StorageandLossModuliinanIdealAggregateofElasticDisks, withLubricatedContacts....................................................... 267 GiuseppinaRecchia,JamesT.Jenkins,andLuigiLaRagione Particle Shape Distribution Effects on the TriaxialResponse ofSands:ADEMStudy......................................................... 277 R.Rorato,M.Arroyo,A.Gens,E.Andò,andG.Viggiani AConceptualFrameworkforParticleCrushing:FromtheStrength oftheParticletotheEvolutionoftheGranularDistribution............... 287 YounesSalamiandJean-MarieKonrad TheEffectsofStrainLocalizationontheDeterminationofCritical StateSeenwithExperimentalandNumericalModels....................... 295 Erminio Salvatore, Edward Andò, Giuseppe Modoni, andGioacchinoViggiani An ExperimentalStudy onthe TangentialContactBehaviour ofSoilInterfaces.................................................................. 309 C.S.SandeepandK.Senetakis ExperimentsShow a SecondLengthScalein WeaklyCohered GranularMaterials.............................................................. 319 SaurabhSingh,JohnC.Miers,ChristopherJ.Saldana,andTejasG.Murthy Influence of Irreversible Contacts on the Stiffness of Dense PolydispersePackings ........................................................... 327 H.Smit,R.Kievitsbosch,V.Magnanimo,S.Luding,andK.Taghizadeh AComparativeStudyofGreenfieldTunnelling inSands:FEM, DEM,andCentrifugeModelling............................................... 337 GeyangSong,AndreaFranza,ItaiElkayam,AlecM.Marshall, andAssafKlar
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