Multiphysical Testing of Soils and Shales PDF
Preview Multiphysical Testing of Soils and Shales
Springer Series in Geomechanics and Geoengineering Editors Prof.WeiWu Prof.RonaldoI.Borja InstitutfürGeotechnik DepartmentofCivilandEnvironmental UniversitätfürBodenkultur Engineering Feistmantelstraße4 StanfordUniversity 1180Vienna Stanford,CA94305-4020 Austria USA E-mail:[email protected] E-mail:[email protected] Forfurthervolumes: http://www.springer.com/series/8069 Lyesse Laloui and Alessio Ferrari (Eds.) Multiphysical Testing of Soils and Shales ABC Editors Prof.Dr.LyesseLaloui Dr.AlessioFerrari EPFLENACIICLMS EPFLENACIICLMS Lausanne Lausanne Switzerland Switzerland ISSN1866-8755 e-ISSN1866-8763 ISBN978-3-642-32491-8 e-ISBN978-3-642-32492-5 DOI10.1007/978-3-642-32492-5 SpringerHeidelbergNewYorkDordrechtLondon LibraryofCongressControlNumber:2012943951 (cid:2)c Springer-VerlagBerlinHeidelberg2013 Thisworkissubjecttocopyright.AllrightsarereservedbythePublisher,whetherthewholeorpartof thematerialisconcerned,specificallytherightsoftranslation,reprinting,reuseofillustrations,recitation, broadcasting,reproductiononmicrofilmsorinanyotherphysicalway,andtransmissionorinformation storageandretrieval,electronicadaptation,computersoftware,orbysimilarordissimilarmethodology nowknownorhereafterdeveloped.Exemptedfromthislegalreservationarebriefexcerptsinconnection with reviews or scholarly analysis or material supplied specifically for the purpose of being entered and executed on a computer system, for exclusive use by the purchaser of the work. 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Printedonacid-freepaper SpringerispartofSpringerScience+BusinessMedia(www.springer.com) Preface Significant advancements in the experimental analysis of soils and shales have beenachievedoverthelastseveraldecades.Fundamentalissueshavebeensolved, and important achievements have been made in specific areas, including the de- velopment of multiphase testing facilities for non-isothermal conditions and the characterisationofthe microstructuralarrangementofcomplexgeomaterials.This outstanding progress has led to improvements in the theoretical development of geomechanical theories, such as the constitutive modelling of multiphysical and multiscaleprocesses,aswellasimportantengineeringapplications. This book is a compilation of the contributions to the international workshop, “Advances in Multiphysical Testing of Soils and Shales,” held at the Swiss Fed- eralInstituteofTechnologyinLausanne(EPFL)onSeptember3-5,2012,underthe auspicesoftheTechnicalCommittee101oftheInternationalSocietyforSoilMe- chanicsandGeotechnicalEngineering.Thepresenttextfocusesonrecentadvances inavarietyoflaboratoryfacilitiesandtechniquesfortheanalysisofthebehaviour ofgeomaterialsandaimstoprovidereaderswithanoverviewofmoderntrendsin experimentalgeomechanics,including testing materials in variably saturated con- ditions,non-isothermalexperiments,micro-scaleinvestigationsandimageanalysis techniques,advancesinthe assessmentof compressibilityandtime-dependentbe- haviour,analysisofshalebehaviourandexperimentsontreatedandweatheredsoils. Sixthemelecturepapersfromleadingresearchersinexperimentalgeomechanicsare alsoincluded. Wewouldliketoexpressourthankstoalloftheauthorsandthemelecturersfor theiroutstandingcontributions.We areespeciallygratefultoValentinaFavero,Ali SeiphooriandAliceDiDonnaforassistancewiththepreparationofthisbook. September2012 LyesseLaloui Lausanne,Switzerland AlessioFerrari Contents Theme Lectures RecentAdvancesin ExperimentalModellingofUnsaturatedSoil BehaviouroveraWholeRangeofPathsandModesofDeformation .... 3 LaureanoR.Hoyos DesiccationCrackinginClayeySoils:MechanismsandModelling ..... 21 JayanthaKodikara,SusangaCosta TriaxialTestingofUnsaturatedSoils .............................. 33 E.C.Leong,T.T.Nyunt,H.Rahardjo UndrainedShearofPlasticSoilsunderSuction ..................... 45 FernandoA.M.Marinho Advances in the Testing of the Hydro-Mechanical Behaviour ofShales...................................................... 57 AlessioFerrari,LyesseLaloui AirTestsonLow-PermeabilityClaystoneFormations.Experimental ResultsandSimulations ......................................... 69 EnriqueRomero,RainerSenger,PaulMarschall,RodrigoGo´mez Testing inVariablySaturated Conditions Influence of Hydraulic Hysteresis on the Resilient Behavior ofaNaturalCompactedSand .................................... 87 XuanNamHo,HosseinNowamooz,CyrilleChazallon,BernardMigault Monotonic Simple Shear Response of Fine GrainedSilts under DifferentSaturationCondition ................................... 93 F.Daliri,D.H.Basu VIII Contents Effect of Loading and Suction History on Time Dependent DeformationofCrushedGranularAggregates ...................... 99 EnriqueRomero,ClaraAlvarado,EduardoE.Alonso UltrasonicTestingofUnsaturatedSoils ............................ 105 Z.Y.Cheng,E.C.Leong FactorsInfluencing WaterRetentionCharacteristicsofGranular Materials ..................................................... 111 GilbertJ.Kasangaki,GabrielaM.Medero,JinY.Ooi Evaluation of Collapse Potential Investigated from Different CollapsibleSoils ............................................... 117 QasimA.J.Al-Obaidi,SaadFarhanIbrahim,TomSchanz Testing inNon-isothermal Conditions Thermo-HydroMechanicalColumnExperimenttoStudyExpansive SoilBehaviour ................................................. 125 TomSchanz,LongNguyen-Tuan,MariaDatcheva ShearStrengthofClayDuringThaw .............................. 131 AndersBeijerLundberg Tests in Thermo-Hydraulic Cells to Simulate the Behavior of EngineeredBarriers ............................................ 137 M.V.Villar,R.Go´mez-Espina,P.L.Mart´ın,J.M.Barcala InfluenceofFreeze-ThawActiononHydro-mechanicalBehaviorof UnsaturatedCrushableVolcanicSoils ............................. 143 TatsuyaIshikawa,TetsuyaTokoro Plane-SymmetricalSimulation of Flow and Heat Transport in Fractured GeologicalMedia: A Discrete Fracture Model with Comsol ....................................................... 149 BiguangChen,ErxiangSong,XiaohuiCheng FormulationofTsinghua-ThermosoilModel:AFullyCoupledTHM ModelBasedonNon-equilibriumThermodynamicApproach ......... 155 ZhichaoZhang,XiaohuiCheng Thermo-hydraulicBehaviourofBoomClayUsingaHeatingCell: AnExperimentalStudy ......................................... 163 LimaA.,RomeroE.,GensA.,LiX.L.,VaunatJ. Contents IX Micro-scaleInvestigationsand ImageAnalysisTechniques Pore Size Distribution and Soil Water Suction Curve from Micro-tomography Measurements and Real 3-D Digital MicrostructureofaCompactedGranularMedia byUsing Direct NumericalSimulationTechnique ................................. 171 FelixH.Kim,DayakarPenumadu,VolkerP.Schulz,AndreasWiegmann PorosityandPore-SizeDistributionofGeomaterialsfromX-rayCT Scans......................................................... 177 H.S.Shin,K.Y.Kim,G.N.Pande VolumetricStrainMechanismsandInducedAnisotropyAnalysesin ClayeyMaterials ............................................... 187 MahdiaHattab,Jean-MarieFleureau Application of X-ray Tomography to the Characterisationof Grain-ScaleMechanismsinSand ................................. 195 G. Kaddhour,E. Ando,S. Salager,P. Be´suelle, C. Viggiani,S. Hall, J.Desrues ObservationofShearBandingCharacteristicsofSandinTorsional ShearTestUsingImageAnalysisTechnique ........................ 201 SetoWahyudi,YukikaMiyashita,JunichiKoseki ExperimentalandQuantitativeStudyonMicro-structureofSoftSoil inSuzhou ..................................................... 207 XiaozhaoLi,LiangCao,ZhiyongXiong,RongYang,JuanMa DevelopmentofaNewExperimentalDeviceinOrdertoImprove Swelling-ShrinkageAnalysisofClayeySoils ........................ 213 Tatiana Maison, Jean-Bernard Kazmierczak, Farid Laouafa, PatriceDelalain LocalisationProcessesandSizeEffectsforFissuredClaySpecimens.... 219 ClaudiaVitone,FedericaCotecchia,CinoViggiani ExperimentalStudyoftheDeformationPatternaroundaPenetrating ConedTip .................................................... 227 P.Paniagua,A.S.Gylland,S.Nordal Micro-scale Testing of Capillary Bridge Evolution due to Evaporation................................................... 233 BoleslawMielniczuk,TomaszHueckel,MoulaySaidElYoussoufi AnisotropyofMicaProbedbyNanoindentation..................... 239 RohitPant,LimingHu,GuopingZhang X Contents Compressibility,Strength andTime-Dependent Investigations LongTermCompressionBehaviourofSoftOrganicSediments ........ 249 MartaBoso,Ju¨rgenGrabe OnCreepLaboratoryTestsinSoilMechanics ...................... 255 ArmanKhoshghalb VariationofCohesiveSedimentStrengthwithStressLevel............ 261 BrendanCasey,JohnT.Germaine Meso-scaleOedometerTestSystemforVolumeChangeDetermination inProblematicSoils ............................................ 267 ShahidAzam,PeterGutiw,MavinakereE.Raghunandan ConsolidationofSoftClaysthroughRadialFlowUsingHydraulically PressurizedOedometer ......................................... 273 ShahM.V.,ShroffA.V. Experimental AnalysesofShales Behaviour NanochemomechanicsofShale:CoupledWDS-IndentationAnalysis ... 283 AmerDeirieh,J.AlbertoOrtega,Franz-JosefUlm ShaleSwelling/Shrinkage,SuctionandOsmosis ..................... 289 RussellT.Ewy PolishExperiencewithTesting ofSelectedShalesasMaterialfor RoadBaseCourses ............................................. 295 LeszekRafalski,JadwigaWilczek ExperimentalMethodsforCharacterizationofCapRockProperties forCO2Storage................................................ 303 E. Aker, E. Skurtveit, L. Grande,F. Cuisiat, Ø. Johnsen,M. Soldal, B.Bohloli Treated and Weathered Geomaterials UsingShearWaveVelocitytoDeterminetheCementationEffectof SoftBangkokClayMixedwithCementandFlyAsh ................. 311 K.Piriyakul,S.Pochalard SettlementCalculationandBack-AnalysisofSoilPropertiesfora Test Embankment onaSoftClayGroundImprovedbyPVD and Vacuum-AssistedPreloadingataSiteinVungTau,VietNam.......... 317 NguyenDuyQuang,SuMinhDang Contents XI EvaluationofGeotechnicalPropertiesandLiquefactionBehaviorof CohesiveSubgradeSoilStabilizedwithFlyAsh,GypsumandLime .... 323 SaadFarhanIbrahim ExperimentalMethodologyforChemo-MechanicalWeatheringof Calcarenites................................................... 331 M.O.Ciantia,R.Castellanza,C.diPrisco,T.Hueckel AuthorIndex ..................................................... 337 Theme Lectures
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