NTNUGeoteknikk studentprosjektforslag NTNUGeotech'sstudentprojectproposals 18-08-2015 Categories: Geotechnicaldesign Numericalanalyses Marinegeotechnicalengineering Fieldandlabinvestigations Landslides Arctictechnology Geotechnicaldesign: 1.INFOOMGEOTEKNISKEFIRMAER Keywords: geotechnicaldesign Description: DETTEERIKKEENPROSJEKTOPPGAVE-MENETTIPSTILÅFINNEAKTØRER INNENGEOTEKNIKK Hvorfinnerjegenoversiktovernorskefirmaer? GåtilNorskgeotekniskforeningogsepåfanenOMNGF->Støttemedlemmersåfårduen oversiktoverfirmamedlemmene. Mangeavdisseharstudenterpåsommerjobbogsamarbeidermedossomprosjekter. Takontaktdersomduharnoenideerellerkontakter. Detonesteoppgaveneavtypen"Dittegetprosjektforslag"erlagetforatduskalkunne registrereetprosjektavdennetypen. Geotechnicaldesign: Dittegetprosjektforslag-generellgeoteknikk Exampleprojectsfromconsultingengineers-general Keywords: geotechnicaldesignslopesfillsgeohazardsriskevaluation Description: Detteeretgenereltprosjektsomeretablertforatstudentersomharegneprosjektideer,feks etterkontaktmedfirmaeriløpetavstudietiden(sommerjobb,deltidsarbeid),kanfremme dissesomstudentprosjektogkanskjeogsåformastertilvåren. Hergjelderdetegentligalleprosjektersomgrensermotstabilitetavskråninger,fyllinger, utgravinger,støttemurer,elveforbygninger,grunnforsterkning,fundamentering, grunnundersøkelser...kortsagtaltenkankommebortisområdgiverigeotekniske spørsmål. Omduharhattellerskalhasommerjobbhosgeotekniskrådgiver,hosenentreprenøreller hosbyggherre,omdeterurbantellerlandlig,ilavlandetellerifjellet,pålandelleri sjø/vann/fjordsåvildetkunneværerelevanteproblemstillingeråstudere. Tameddegdineideerforenpratmedoss. Thisgeneralprojectismeantforstudentswhohavebeenincontactwiththeindustry duringsummerinternship(summerjobs)andtakeninterestinspecialtopics.The projects/cases/measureddatacanbebroughtfordiscussionwiththedepartmentstafftosee iftheyaresuitableforprojectsormasterthesis.Thesecanbee.g.settlementsandstability offillsonsoftsoils,landslidestudies,riskanalyses,designofprotectivemeasuresetc. Predictionscomparedtomeasurementsarealwaysofspecialinterest. Severalstudentspossible. Collaborations: Consultingcompanies.Statensvegvesen/Jernbaneverket,NorgesGeotekniskeInstitutt Contact: Aman.ArnfinnEmdal,[email protected] Prof.SteinarNordal,[email protected] Geotechnicaldesign: Dittegetprosjektforslag-samvirkejord-konstruksjon Exampleprojectsfromconsultingengineers-soilstructureinteraction Finiteelementmethod(FEM) Keywords: geotechnicaldesignfemsoilstructureinteraction Description: Detteeretgenereltprosjektsomeretablertforatstudentersomharegneprosjektideer,feks etterkontaktmedfirmaeriløpetavstudietiden(sommerjobb,deltidsarbeid),kanfremme dissesomstudentprosjektogkanskjeogsåformastertilvåren. Hergjelderdetsamvirkeanalyseprosjekterbasertpåelementmetoden,feksABAQUS, PLAXIS,GeoSuiteellerandrerelevanteverktøy.Modelleringavkonstruksjonogjordi samvirkeskillersegfradeklassiskehåndregnemetodermedgrenselikevektfor skråningsstabilitet,spuntanalyser,peleretc.vedatstivhetavalleelementerkommerinn, oganalysendermedblirmerrealistisk. PLAXIS GEOSUITE Thestiffnessofastructuralelementandthesoilinwhichitisinstalledisacomplex combinationthatrequiresanalyseswithnumericalmethodslikee.g.finiteelements.In geotechnicalengineeringthisiscommonlyusedinbridgeandbuildingfoundations,either directoronpilegroups,supportstructureslikesheetpilewallsforexcavatedlargebuilding pits,anchors,buriedculverts,quays,windturbinefoundations,oilplatforms/seabed structuresetc.Studentswhoareincontactwiththeindustrymaybringproposals/cases/data todiscussifthesearesuitedaspossiblestudentprojectsormasterthesistopics. Severalstudentspossible. Collaborations: Consultingcompanies,Statensvegvesen/Jernbaneverket,Norgesgeotekniskeinstitutt, SINTEF Contact: Aman.ArnfinnEmdal,[email protected] Prof.SteinarNordal,[email protected] Prof.GustavGrimstad,[email protected] ProfIIHansPetterJostad,[email protected] Geotechnicaldesign: E39Fergefrittvestland Brukavfjellankereikombinasjonmedgravitasjonsfundamentforbruerpåstorevanndyp TheuseofrockanchorstogetherwithatraditionalGBSfoundationforbridgesatlargewaterdepths Keywords: geotechnicaldesign,bridgeanchors Description: E39Statensvegvesensinformasjonssider HererenvideofraStatensvegvesensomillustrerer:Video IprosjektetferjefriE39erhengebrueitaktueltalternativforfjordkryssing.Fordenne brutypenvildetverebehovforopptakavstorekrefterfråhengebrukabelene.Desse kreftenekantakastoppvedåinstallerestoregravitasjonsfundament.Einmetodeforå reduserevektatilfundamentaerbrukavforspenteankerifjell. Aktuelleoppgaverer: 1.Studieavinteraksjonmellomfjellankeroggravitasjonsfundamentmedfokuspå vurderingavforskyvingnødvendigformobiliseringavankerkapasitetogfriksjonmellom fundamentogundergrunn 2.Oppførselavfjellankerunderjordskjelvlast SuspensionbridgesareoneoftheoptionsconsideredintheprojectFerry-freeE39.Forthis typeofbridgelargeforcesfromthesuspensioncablesneedtobeanchored.Theseforces canbetakenbytheuseoflargegravityfoundations.Onemethodtoreducetherequired loadistousepre-stressedrockanchors. Projecttasksare: 1.TostudytheinteractionbetweentherockanchorsandaGBSfoundationwithfocuson thedisplacementsrequiredformobilizationofrockanchorcapacityandvs.baseslab frictionmobilization 2.Therockanchorbehaviorduringearthquakeloading Collaborations: StatensVegvesenE39-fergefrittvestland Contact: ProfGudmundEiksund,[email protected] PhD-studentJoarTistel,[email protected] Geotechnicaldesign: Geodynamikk-Jordskjelv GeodynamicsorEarthquakeengineeringrelatedproblems Keywords: geotechnicaldesigngeodynamicsearthquake Description: Problemsrelatedtobasictheory,designtoolsorcalculationproceduresforGeotechnical EarthquakedesigninNorwayorabroad. Problemsrelatedtogeodynamicsincludetrafficevibrations,blasting,piledriving, foundationsforvibratingmachinery. Thishasalsoaconnectiontothelaboratoryprojectswithbenderelementandcrosshole fieldtesting. Collaborations: NorwegianGeotechnicalInstitute,NGI Contact: [email protected] [email protected] ProfIIAmirM.Kaynia,[email protected] Geotechnicaldesign: Vibroinstallasjonavpelar Installationofpilesusingvibration Keywords: geotechnicaldesignpiles Description: ForeslåttesøkeordforYoutubefordettetemaet:Vibroinstallationofpiles ProposedYoutubesearchkeywords: Installasjonavpelermedtungtrammeutstyrgenererarstøyogvibrasjonar.Vibrasjonarkan giskaderpåbygg.Isambandmedpeleramingtilhavskanstøykanvereskadelegfor dyrelivogdåsærskiltforsjøpattedyr.Alternativeinstallsjonsmetodersomvibreringer diforaktuelt.Eithinderforåtaibrukdennemetodereratmetodenefor kapasitetsberegningerbasertpåerfaringartradisjonellinstallasjonmedbrukav pelehammer.Prosjektoppgavavilvereeitliteraturstudieavvibroinstallasjonavpelarog metoderforkapasitetsbereging. Installationofpilesbytheuseofheavypilingrigsgeneratesbothnoiseandvibrations.The vibrationsmayresultindamagesonbuildingswhilethenoiseisdisturbing.Foroffshore pilingthevibrationsisusuallyaminorproblemwhilethenoise(soundwavesinwater) maybeamajorconcernandpossiblydamagingtowildlifeandseamammalsinparticular. Alternativeinstallationmethodsmaythereforeberequired.Oneobstaclefortheuseofthe vibrationtechniqueisthattheexistingdesignmethodsarebasedfromexperiencedriven piles.Theprojectwillconsistofaliteraturestudyonvibrioinstallationofpilesand methodsforcalculatingpilecapacities. Contact: [email protected] Numericalanalyses: Benderelement-modelleringavtreakstestiABAQUSellerPLAXIS ModelingofbenderelementtestinABAQUSorPLAXIS Keywords: numericalanalyses Description: Benderelementmontertitoppogbunntriakprøverblirbruktforåmåle forplantingshastighetforskjærogtrykkbølger.Tolkningavresultateneerbasertpåantatt bølgeforplantingsmønsterfrasenderogmottakerelement.Måleresultateneblirbrukttilå beregneskjærmodulforsmåtøyningsnivå(G-max).Oppgavengårutpååmodellere triaksapperatureninkludertjord,vannitriakscellaplexiglassylinder,toppogbunnstykketi ABAQUSellerPLAXIS.Formåleteråstuderebølgeforplantingforåundersøkeantatt bølgeforplantingstemmermedantagelsene. Benderelementsmountedinthetopandbottomofsoilsamplesinatriaxialapparatuscan beusedtomeasureshearandcompressionwavevelocities.Theinterpretationisbasedon assumedstresswavepropagationpatternsbetweenthetransmitterandreceiverelement.The measurementresultsisusedtoderivesmallstrainshearstiffness(Gmax).Theprojecttask willbetomodelthetriaxialapparatusincludingsoil,waterinthecell,theplexiglass cylinderantthetopandbottomplatesinABAQUS.Thepurposeistostudythestresswave propagationandcheckiftheassumptionsintheinterpretationsisreasonable. Contact: Prof.GudmundEiksund,[email protected] Numericalanalyses: Creepinclay(modeldevelopment) Krypileire(modelutvikling Keywords: numericalanalyses,literaturestudy,programming Description: Recentlytherehasbeendevelopmentincreepmodelsforclay.Advancedcreepmodels nowtakeintoaccount,inadditiontocreep,anisotropyanddestructuration.However,not muchisdoneonsmallstrainbehaviorinregardstocreepmodels.Inthisprojectthe candidatewilllookatdifferentoptionsonhowtoincludesmallstrainbehaviorincreep models(Literaturereview). Thecandidateshouldalsoinvestigatethepotentialeffectofincludingsmallstrain behavioronmodelperformance.Thisprojectwillpreparethecandidateforfurtherworkon constitutivemodellingofcreepinclayintheMScthesis.Theprojectisrelatedtothe researchprojectGeoFuture. Collaborations: NorwegianGeotechnicalInstitute Contact: Prof.GustavGrimstad,[email protected] PhD-studentJonA.Rønningen,[email protected] PhD-studentMohammadAshrafi, Numericalanalyses: Creepinwarmfrozensoils-numericalsimulation Krypifrossenjord-numeriskeberegninger Keywords: numericalanalyses,literaturestudy,programming Description: Simulationofcreepinwarmfrozensoil(temperature-1°Cto-5°C),shouldbecarriedoutbyuseofanewlydeveloped soilmodel.Theresultsshallbecomparedtoobservationsandlaboratorytestresults,e.g.simulationoffrostheave. Saturatedfrozensoilsareconsideredasamixtureofsoilgrains,iceandunfrozenwater.Themechanicalbehaviorof frozensoilsisstronglyaffectedbytheamountofice,andtheamountoficedependsontemperatureandapplied mechanicalstresses.Thiscoupledbehavioristhemaincharacteristicbywhichfrozensoilsbehavedifferently comparedtounfrozensamples.Moreover,duetoviscousbehaviorofice,timedependentbehaviorshouldbetaken intoaccount.Bydividingthetotalstressintofluidpressureandsolidphasestress,inadditiontoconsideringthe cryogenicsuctionasanindependentstress-statevariable,anelastic-viscoplasticmodelforsaturatedfrozensoilsis proposedintheframeworkofover-stressmethod.Theproposedmodelisabletorepresentmanyfundamentalfeatures offrozensoilssuchasfrostheaveandstrengthweakeningduetopressuremelting. ThisprojectislinkedtotheEUprojectCREEPofgeomaterialsandSAMCOTWorkPackage6. CREEPofgeomaterialsSAMCoT Collaborations: EUCreepprojectSAMCoT Contact: Prof.GustavGrimstad,[email protected] Prof.SteinarNordal,[email protected] Post.Doc.Dr.S.A.GhoreishianAmiri,[email protected] Phd-student:MehdiKhadivar,[email protected] Numericalanalyses: Cyclicbehaviorofclays(strainaccumulation) Sykliskoppførselavleire Keywords: numericalanalyses Description: Totalstressmodelscapableofcalculatingcyclicresponseofclayshouldbestudiedusing FiniteElementAnalysisonboundaryvalueproblemsrelevantforoffshorefoundations,for e.g.offshoreOWTstructures. Theprojectwilltestanewlydevelopedconstitutivemodel(calculationprocedure)thatis developedforcalculatingaccumulatedpermanentstrainsinthematerialduetocyclic loadingwithagivennumbercycles.Themodeldoesnotcalculatetheresponseofeach cycle,buttheeffectofthecyclichistoryonaccumulateddeformationsinthesoil(tiltofa monopilestructureorsettlementofaGBS).Themodelisalsocapableofcalculatingthe undrainedcycliccapacityofthesoilduringstormloading. Collaborations: Contact: Prof.GustavGrimstad,[email protected] Numericalanalyses: GEOFUTURE-Effectivestressbasedsoilmodelforsoftclay Effektivspenningsbasertjordmodellformykleire Keywords: numericalanalysessoilmodelimplementation Description: Skandinaviskeleirerkreveravansertejordmodellerforåkunnebeskriveutviklingavstyrke ogstivhetovertøyningogtid.SomendelavGeoFutureprosjektetharenkonstitutiv modellformykSkandinaviskeleireblittutvikletvedNTNU. Modellentarmedeffektersomanisotropi,kryp/tøyningshastighetsavhengighetogeffekt avstruktur(destrukturering/restrukturering).Denerformulertinnenforrammeneavelasto/ visco-plastisitetogfokusererpåsetningogprediksjonavudrenertskjærstyrke. A.SimuleringiPLAXIS Entypiskelementmetode(FE)-modellbeståravmangeelementerderdenkonstitutive jordmodellengirsammenhengmellomspenningerogtøyningerihvertavelementenes gausspunkter.Inputparameteretilmodelleneroftebasertpålaboratorietesteravprøver hentetfrajordensommodelleresoginoentilfellerogsåbasertpåempiriskedataog erfaring.Detbørunderstrekesatanvendelsenavenmodellerdelvismåltvedsinevnetilå passelaboratorieprøvekurver,menmeriåforutsioppførselenavspenningsstiersomikkeer desammesomdesombenyttesideninnledendekalibreringen.Hovedmåletmeddenne studienerålageFEmodellerogutføresimuleringeriPLAXISforuliketilfellerhvormålte dataertilgjengelig,ogsåsammenligneresultateneforåfinneuthvorgodtformuleringene passer. Detkanværebådesetningogbæreevneproblemer. B.Utviklingogimplementeringavmodeller Jordmodellerbasertpåplastisitetsteorikanutviklesavstudentenisamarbeidmedveileder ogimplementeresidatakode.Etnumerisk"rammeverk"(MATLAB/Fortran)kananvendes somgjørdetenklereåimplementerekodeniPLAXIS. LinktilPLAXISsinnettside English: SoftScandinavianclaysrequireadvancedanisotropicsoilmodelstoaccuratelypredict strengthandstiffnessduringshorttermandlongtermloading.AspartoftheGeoFuture projectaconstitutivemodelforsoftScandinavianclaysisbeingdevelopedatNTNU. Themodelincludesfeaturessuchasanisotropy,creep/ratedependenceandtheeffectsof structure.Itisbasedontheframeworkofelasto/visco-plasticityandthefocusisbothon settlementsandthepredictionoftheundrainedshearstrength. A.PLAXISsimulations AtypicalFiniteElement(F.E.)modelconsistsofmanyelementswheretheconstitutivesoil model(s)workwithineachelement'sgausspointstosupplytherelationbetweenstresses andstrains.Mostoftenthesoilmodelinputparametersarebasedonlabtestsofspecimens extractedfromthegroundwhichistobemodeled,andinsomecasesalsobasedon empiricaldataandexperience. Itshouldbeemphasizedthattheapplicabilityofamodelisinpartmeasuredbyitsability tofitlabtestcurves,butmoresoinpredictingbehaviorfromstresspathswhicharenotthe sameasthoseusedintheinitialcalibration.Themainobjectiveofthisstudyistocreate F.E.modelsandperformsimulationsinPLAXISforvariousrealtestcaseswheremeasured dataareavailablewhichmakesitpossibletodeterminehowwellconstitutivemodels work. Itcouldbebothsettlementandbearingcapacityproblems. B.Developmentandimplementationofmodels Soilmodelsbasedonplasticitytheorycanbedevelopedbythestudentincollaboration withthesupervisorandimplementedintocomputercode.Anumerical"framework" (MATLAB/Fortran)maybeused,whichmakesiteasiertoimplementthecodeinto PLAXIS. LinktoPLAXISwebsite Collaborations: GEOFUTUREisamultipartnerresearchproject.Seegeofuture.nofordetails. Contact: JonA.Rønningen,Ph.D.stud.NTNU,[email protected] [email protected] GustavGrimstad,[email protected] Numericalanalyses: Isogeometricfiniteelementanalysisofelasticconsolidation Keywords: numericalanalyses Description: Semesterprojectinthefall:(sebelowforMasterprojectdescription) ThisprojectworkrevisitstheclassicalBiotsconsolidationproblemfromadifferent perspective.Thegoverningmassbalanceandequilibriumequationsareimplementedinan isogeometricanalysissettingusinglocallymassconservingsmoothB-splinebasis functions.Thestudentwillworkonthesimulationofvariouselasticconsolidation problems.Thefocusoftheproblemstobesimulatedwillbeonthecausesofporepressure oscillationsandtheaccuracyofthecomputedsolutionforverysmalltimesteps.The advantagesofamixedformulationfordisplacementandporepressure,i.edifferent polynomialorders,overanequalorderofinterpolationwillbeinvestigated.The simulationresultswillbecomparedwithanalyticalsolutions,wheneveravailable.The problemstobestudiedwillincludesingleandmultiplelayeredsoils,especiallywithvery smallhydraulicconductivityproperties. Requirements:BasicknowledgeofC++programminglanguage,Abilitytowork(learnto work)onaLinuxenvironment,Abilitytowork(learntowork)withsimulation visualizationtoolssuchasParaview/GLviewInova,Knowledgeofascriptinglanguagelike Pythonisanadvantage. Objectives:Besidesworkingonareasthatmaybeimprovedwithregardstothenumerical simulationofconsolidationproblems,thestudentwillhaveanopportunitytolearnmore andhaveabetterunderstandingoftheblackboxbehindfiniteelementpackages. MasterThesis Title:Onisogeometricfiniteelementanalysisofelastoplasticconsolidation Description:Thestudentwillworkonextendinganexistingisogeometricfiniteelement implementationofelasticconsolidationforelastoplasticmaterials.Theelastoplasticmodel (Drucker-PragerorModifiedCamClaymodel)tobeimplementedwillbeselected appropriately.Thefirststepintheworkwillbeimplementingtheselectedmodeland verifyingtheimplementationwithbenchmarkproblems.Thenextstepwillbestudyingthe useofhigherorderB-splinebasisfunctionsforelastoplasticconsolidationandassessing theadvantagesoverLagrangepolynomialbasedstandardfiniteelementsimulations.Asin thecaseofelasticconsolidation,pressureoscillationsandcomputedsolutionaccuraciesfor verysmalltimestepswillbeinvestigated.Thesimulationproblemstobestudiedwill includesingleandmultiplelayeredsoils,especiallywithverysmallhydraulic conductivityproperties. Requirements:GoodknowledgeofC++programminglanguage,Abilitytowork(learnto work)onaLinuxenvironment,Abilitytowork(learntowork)withsimulation visualizationtoolssuchasParaview/GLviewInova,Knowledgeofascriptinglanguagelike Pythonisaplus Objectives:Besidesworkingonareasthatmaybeimprovedwithregardstothenumerical simulationofconsolidationproblems,thestudentwillhaveanopportunitytolearnmore andhaveabetterunderstandingoftheblackboxbehindfiniteelementpackages. Contact: [email protected] [email protected] Numericalanalyses: Probabilisticinterpretationofsoildataforpiledesign Keywords: numericalanalyses,fem,p-ymodel,cpt,geostatistics,montecarlo,randomfieldtheory, matlab Description: ThestudywillincludegeostatisticalanalysisofCPTtestresultsinordertodetectpoint andspatialvariabilityofsoilproperties.Obtainedsoilcharacteristicswillbeusedasinput parametersbymeansofrandomfieldinthenumericalpile-soilmodel.Theprobabilistic analysiswillbeconductedwithintheMonteCarloframeworktodetecttheuncertainties relatedtothedeterministicapproachandsensitivityofthepile-soilmodeltothesoil variability. Contact: Prof.GudmundEiksund,[email protected] Numericalanalyses: Thermomechanicalmodeling(www.ntnu.edu/samcot) Keywords: numericalanalysesarctictechnology Description: TestingofdifferentprogramsforTMHmodeling. A.Reviewandunderstandingofthetheoreticalformulationsinvolvedinthemodeling ofT(H)Mcoupledproblemsingeomechanics B.Selectionofgeotechnicalapplicationareaswherebenchmarkdatacanbeavailable, suchasnuclearwastedisposal,energypiles,geothermalenergyorgroundfreezing C.Numericalstudyofselectedproblemsinafiniteelementsoftwarepackage; comparisonoftheresultsagainsteachotherandbenchmarkdata Studyandcomparisonofsequential(iterative)andfullycoupledsolutionmethodsfor selectedapplicationproblems LINKTOSAMCotresearchproject Collaborations: SAMCOTresearchproject Contact: [email protected] [email protected] Marinegeotechnicalengineering: Offshoresoil-structureinteraction-Dampingandstiffnessofsandorerosionprotectiondependent ongrainsizeandloadingrateinconnectionwithmonopilesforwindturbines Keywords: marinegeotechnicalengineering Description: DampingandstiffnessofsandorerosionprotectiondependEntongrainsizeandloading rateinconnectionwithmonopilesforwindturbines Collaborations: DetNorskeVeritasGL Contact: Prof.GudmundEiksund,[email protected] LivHamre,DNV-GL([email protected]) Marinegeotechnicalengineering: Penetrasjonavstålskjørtileire-Steelskirtpenetrationinclay Keywords: marinegeotechnicalengineering Description: Statoilharidesiste20årbruktfundamentersombl.a.beståravstålskjørtsompenetreresi leire.Detteblirsværtoftebruktforfundamenterforundervannskonstruksjoner.Deter utfordrendeåbestemmepenetrasjonsmostandenforslikeskjørttilstrekkelignøyaktig.Det harværtgjennomførtenoppsummeringaverfaringmedinstallasjonavslikefundamenter inntil2007,menarbeidetterdentiderikkeanalysert.Arbeidetvilomfattesystematisering avobservertpenetrasjonsmotstandmotberegnetmotstand,sammenlignedetteogevaluere metoderformernøyaktigbestemmelseavskjørtefriksjon.Statoilhasoverthelast20years usedfoundationswithsteelskirtspenetratinginclayasanimportantpartofe.g.subsea structurefoundationdesign.Thepenetrationresistancealongsuchskirtsischallengingto calculateaccurately.Asummaryofworkuptill2007havebeenreported,butexperience from2008needtobeanalysed.Theworkwillcontainpresentingpenetrationresistance frominstallationsandcomparewithestimatesandevaluatemoreaccurateestimatesfor penetrationresistance Collaborations: Statoil Contact: Prof.GudmundEiksund,[email protected] GisleHåland([email protected]),Phone:48147518 Marinegeotechnicalengineering: Radialconsolidationofporepressureinducedbypileinstallation Keywords: marinegeotechnicalengineering,pileskinfrictionsetupeffect,consolidation,soil parameters Description: Pileloadtestsshowthattheshaftfrictionstronglydependentontheover-consolidation ratio (OCR)andtheplasticityindex(IP)fortheclay.Thephysicalexplanationforthese relationsisnotfullyunderstood.Partoftheexplanationmaybedifferencesin unloading/reloadingstiffnessduringdissipationoftheexcessporepressureinducedbythe piledriving. ThetaskwillbetoanalysetheporepressuredissipationprocessusingPLAXIS.The analysiswillbeperformedwithsoilparametersfornormalandoverconsolidatedclaywith bothlowandhighplasticity. Contact: Prof.GudmundEiksund,[email protected] Fieldandlabinvestigations: Benderelementmålingitriaks-celle(Dynamiskstivhet) Keywords: fieldandlabinvestigations,soildynamics Description: Målingavdynamiskstivhetvedbølgeforplantninggjennomtreaksprøver.Vurderingav konsolideringsforholdogprøveforstyrrelse.Muligsammenligningmedfeltforsøk. Contact: Aman.ArnfinnEmdal,[email protected] Prof.SteinarNordal,[email protected] Fieldandlabinvestigations: CPT(ConePenetrationTesting)AstudyofthevibrationsthatoccurintheCPT-systemduring penetrationindensesiltysediments Keywords: fieldandlabinvestigations Description: Duringpenetration(2cmprsec)oftheCPTUindensesoilswithhighfrictionastick-slip behaviormayoccurgivingvibrationsinthesystem.Itistheintentionintheprojectto installadynamicgaugeintheCPT–tipandrecordthevibrations.Theprojectwillbe suitableforastudentwithinterestintheoreticalandpracticalissues,including instrumentationandfieldmeasurement. Contact: [email protected] PhD-studentAnnikaBihs Fieldandlabinvestigations: Effektavtemperaturpåmåltelab-data Keywords: fieldandlabinvestigations Description: NGIharetpågåendeprosjektisamarbeidmedindustrienforåsepåeffektenavtemperatur pådeparameternemanmåleristandardisertelaboratorieforsøk,somtriaks-og ødometerforsøk.Prosjektoppgave:Gjennomgåproblemstillingenogtilgjengeligedata. Hovedoppgave:BrukeNGIsellerNTNUsnyeklimarom.Kjøreparallelleforsøkved forskjelligetemperaturer,foreksempelpåmaterialersomerdokumentertpåtidligere. Collaborations: NGI Contact: NTNU:ArnfinnEmdal NGI:TomLunne,[email protected],T:22023054,M:90029267, MortenSjursen,[email protected],T:22023066,M:47600553 Fieldandlabinvestigations: Effektivbrukav2D-resistivitetsammenmedgeotekniskegrunnundersøkelser Effectiveuseof2Dresistivityingeotechnicalsiteinvestigations Keywords: fieldandlabinvestigations Description: Geofysiskemetodersommålingavjordasresistivitetharfåttøkendepopularitetsom supplementtilgeotekniskegrunnundersøkelserdesisteårene.Spesieltgjelderdettefor prosjektersominvolvererkvikkleire,iogmedatdeterensterksammenhengmellom resistivitetogsaltinnholdijorda.2D-resistivitetkangietkontinuerligbildeavpotensielle kvikkleireforekomsterlangsetprofil. Usikkerhetereroftestknyttettiljordartstolkningfraresistivitetsmålingerogdetmåutføres geotekniskesonderingerogprøvetakingforsikkerverifiseringogforåetablere designparametere.Styrkeniåkombineresonderingermed2D-resistivitetsprofilerliggeriat manfåretgrunnlagforåvurderehvasomermellomsonderingspunkteneoghvordanlagene liggerfordelt.Vedriktigkombinasjonliggerdetheretpotensialtilåredusereantall sonderinger,mensamtidigfålikemyeellermerinformasjonomgrunnforholdene. Prosjektoppgavenskalsepåhvordanenoptimaltkankombinere2D-resistivitetsmålingerog geotekniskesonderingeroptimalt.Spørsmålmankankommeinnpåer:nåriprosessenmed grunnundersøkelseneskal/børmanutføre2D-resistivitetsmålinger,hvoroghvordanskal manleggeprofilene,hvordanskalmanleggeopptilkoblingmellomulikeprofilerog koblingmotR-CPTU,hvordanskalmanleggegeotekniskesonderingeriforholdtilprofiler ogikkeminst,hvordanskaldataenebestpresenteresforgjøretolkningmestmuligenkelog effektiv? Deterfleremuligheterforvinklingavoppgaven,noesomviltilpassesdenenkeltes interesser.Oppgavenvildelvistautgangspunkti,ogsamarbeidemed,etpågåendeprosjekti regiavSVV,NVEogJBV(NIFS)påtemaetdetekteringavsprøbruddsmaterialerhvorbruk av2D-resistiviteteretavtemaene. Englishtext Geophysicalmethods,likemeasurementofthesoilresistivity,havebecomeincreasingly popularthelateryearsasasupplementtoageotechnicalsiteinvestigation.Thisappliesin particularforprojectsinvolvingquickclay.Thereisastrongcorrelationbetweenresistivity andsaltcontent.Aslowsaltcontentindicatessensitiveclay,2Dresistivityprofilescanthen giveacontinuousimageofpotentialquickclaydeposits. Therearestilluncertaintiesrelatedtosoilclassificationfromresistivitymeasurementsand conventionalgeotechnicalinvestigations,likesoundingsandsampling,mustbeperformed forverificationandforestablishmentofdesignparameters.Thestrengthofcombining soundingswithresistivityprofilesisthatoneobtainsabasisfordeterminingwhatisinbetweenthesoundings.Bydoingthiscombinationcorrectlythereisapotentialforreducing thenumberofsoundings,butstillobtainequalamountsormoreinformationoftheground conditionsasonedoeswithasetupwithout2D-resistivity. Itisthisaspectthisprojectwillfocuson:Howtocombine2D-resistivitymeasurementsand geotechnicalsoundingsinanoptimalmanner?Questionsraisedare:whenshouldone performresistivitymeasurements,howandwhereshouldtheprofilesbeplaced,howshould oneconnectprofilesandR-CPTU-soundings,howtoplacesoundingsandhowtopresent thedata? Theprojectcanbeshapedaccordingtotheinterestsofthestudent.Theprojectwillfurther berelatedtoongoingworkonthetopicofquickclaydetection(NIFSbySVV,NVEand JBV)andworkatNGU. Collaborations: Multiconsult,NorgesGeologiskeUndersøkelser,NIFS(Naturfare,Infrastruktur,Flomog Skred)se www.naturfare.no Contact: Aman.ArnfinnEmdal,[email protected] Multiconsultv/RolfSandven,[email protected] NGUv/IngerLiseSolberg,[email protected] AndersGylland,[email protected] Fieldandlabinvestigations: Prøveforstyrrelseravjordprøver-3prosjekter Sampledisturbanceofsoilsamples-3projects Keywords: fieldandlabinvestigations Description: Prøveforstyrrelser(englishtextatbottomofpage) Problematikkenrelaterttilprøveforstyrrelserharblittgittmyeoppmerksomhetdesiste årene.Laboratorieundersøkelseravuforstyrredeprøveravgodkvalitetkangipålitelige konsoliderings-ogstyrkeegenskaperforbrukidesignavgeotekniskekonstruksjoner.En nøyaktigkarakteristikkavfin-kornedejordprøverkreverenprøvetakingsomikke introdusererforstyrrelser,samtforsiktighåndteringavmaterialet.Detteerenvanskelig oppgavepågrunnavpraktiskebegrensingerknyttettilprøvetaking,transportmetoder, lagringoghåndtering. Følgendelenkevisereteksempelpåblokkprøvetaking: https://www.dropbox.com/s/ke1yyp8s8v6xukn/2014-05-22%2008.25.09.mp4?dl=0 Prosjekt1.Avlastningunderogetterprøvetaking Svellingavjordprøverskjeritidsperiodenmellomprøvetakingifeltogtestingi laboratoriet.Underogetterprøvetakingenreduseresdeeffektivespenningene,slikatkun enlitenbrøkdelgjenstår,sammenlignetmedenprøveunderinsitu-forhold.Effektenav avlastningpåkvikkleireervistifigur1.Denneeffektenerspesieltframtredendei blokkprøver,grunnetmangelpåsideveisstøtte. Måletfordenneoppgaveneråundersøkeavlastningunderogetterprøvetaking. ·Prosjektetinkludereretstørrelitteraturstudie ·Determuligheterforpassendelaboratorie-og/ellerfeltarbeid Figur1Spenning-tøyningskurverfratreaksialforsøkpåEllingsrudkvikkleire(Bjerrum, 1954) Prosjekt2:Poretrykksvariasjonunderogetterprøvetaking Avlastningenunderprøvetakingenkompenseresavetnegativtporetrykk,ellersug,innei prøven.Dettesugetvariereravhengigavforstyrrelsesgradunderprøvetakingsprosessen,så velsominsituspenningstilstand,porestørrelse,deformasjonsegenskapene,transportog forberedelseavprøvene. Måletfordenneoppgaveneråundersøkeporetrykkvariasjonenunderogetterprøvetaking ·Prosjektetinkludereretstørrelitteraturstudie · Determuligheterforpassendelaboratorie-og/ellerfeltarbeid Prosjekt3:Simuleringavprøvetakingoglaboratorietestingmedelementmetoden Prøveutskyvingintroduserermekanisketøyningerogavlastningavtotalspenninger.Figur 2illustrererpotensiellekildertilprøveforstyrrelserviaenhypotetiskspenningsstiunder åpningenavensylinderprøveforlaboratorietesting.Blokkprøvererimindregradutsattfor mekaniskeforstyrrelsersammenlignetmedsylinderprøver,menoppleverraskere avlastning. Figur2Hypotetiskspenningsstiunderåpningenavensylinderprøveforlaboratorietesting (LaddandDeGroot,2003) Referanser Bjerrum,L.(1954).GeotechnicalPropertiesofNorwegianMarine Clays.Géotechnique4:49-69. Ladd,C.C.andD.J.DeGroot2003.Recommendedpracticefor softgroundsitecharacterization:ArthurCasagrandeLecture.Proc. ofthe12thPanAmericanConf.onSoilMechanicsand GeotechnicalEngineering.MIT,Cambridge,Massachusetts. Projectproposal:Sampledisturbance Theissuesrelatedtoassessmentofsampledisturbancehavebeengivenmuchattentionfor manyyears.Laboratorytestsonundisturbedsamplesofgoodqualitycanprovidereliable consolidationandstrengthpropertiesfordesignofgeotechnicalstructures.Areliable characterizationoffine-grainedsoilsamplesdemandsanundisturbedsamplingfollowed bycarefulhandlingofthematerial.However,thisisnotastraightforwardtaskbecauseof thepracticalconstraintsassociatedwiththesamplingtechniques,transportationmethods, storageandhandlingprocedures. Project1.“Stressreliefduringandaftersampling” Theeffectofswellingofthesoilsampleoccursinthetimeperiodbetweenwhenthe sampleiscutinthefieldandwhenitisreadyfortestinginthelaboratory.Duringandafter samplingtheeffectivestressesinthesamplereduce,suchthatonlyasmallfractionremains ascomparedtoasampleunderinsituconditions.Theeffectofstressreliefonquickclayis showninFigure1.Theeffectofstressreliefisparticularlyprominentinblocksamples,due tolackoflateralsupport. Objectives Theobjectiveofthisworkistoexaminestressreliefduringandaftersampling. ·Theprojectinvolvesanextensiveliteraturestudy ]·Possibilityforsuitablelaboratoryand/orfieldwork Project2:“Porepressurevariationduringandaftersampling” Theremovaloftotalstressesduringthesamplingiscompensatedbynegativeporepressure orsuctionwithinthesampleintheirunconfinedstate.Thissuctionmayvarydependingon thedegreeofdisturbanceinducedduringthesamplingprocess,insitustressstate,pore size,andsoilcompressibilitycharacteristics,aswellasotherfactorssuchasdrillingand samplingprocedures,transportation,andsamplepreparation.Figure2illustratespotential sourcesofsampledisturbanceviaahypotheticalstresspathduringtheprocessofobtaining atubesampleforlaboratorytesting. Objectives Theobjectiveofthisworkistoexaminetheporepressurevariationduringandafter sampling. ·Theprojectinvolvesanextensiveliteraturestudy ·Possibilityforsuitablelaboratoryand/orfieldwork Project3:“Simulationofsamplingandlaboratorytestingwithfiniteelementmethod (FEM)” Sampleextractionintroducesmechanicalstrainsandtotalstressrelease,which,inturnlead toachangeinporewaterpressure.Thisisillustratedinfigure2,whichshowspotential sourcesofsampledisturbanceviaahypotheticalstresspathoftheentiresampling procedureforatubesampleofalightlyoverconsolidatedclay.Blocksamplesexperience lessmechanicaldisturbancethantubesamples,butmorerapidstressrelief. Thepurposeofthisstudyistosimulatesamplingandlaboratorytestingusingafinite elementprogramPLAXIS. ·Theprojectinvolvesanextensiveliteraturestudy ·FEMsimulations Collaborations: Statensvegvesen Contact: [email protected] [email protected] [email protected] Landslides: Bremsevirkningavtrærvedsnøskred Keywords: landslidessnowavalanches Description: Enproblemstillingsomhardukketoppmange,mangegangerutenengodløsninger bremsevirkningensomskogmedgitttetthetharpåskred,ogomvendthvorstoreskaderi skogensommåforventesavetskredmedgittstørrelse.Særligdetførstespørsmåleteroftest knyttettilsnøskredsimuleringermedenellerannennumeriskmodell.Erdetnødvendigå forandremodelleneforåkunnesimulereeffektenavskogen,ellerholderdetmedå modifiserefriksjonsparametrene?Dersomdetertilfelle,hvormyeendrersegdisse parametreneiavhengighetavantalltrærperflateenhetoggjennomsnittligtrediameter? Hvistrærneharstoravstandfrahverandre,kanmanfinnesvaretframotstandenavetenkelt treogantalltrærperflateenhet,mendetteharlitenpraktiskbetydning.Hvisskogenstår tett,påvirkerforstyrrelsenavstrømningenfraettreogsåstrømningenrundtnabotrærneog effektenkanikkeberegnespåenenkelmåte.Detfinnesnoenfåpublikasjonerom snøskrediskog,bl.a.(Takeuchi,Y.etal.,AnnalsGlaciol.52(58),2011).Førstetrinni prosjektetkunneværeetgrundiglitteratursøkogkontaktermedinstitutteneiAlpene, RusslandogJapan,eventueltAmerikaforåseomdeharupublisertedatasomkanbrukes tiletterregningero.l.Menjegtrorikkedetholdermeddette.Jegforeslårenkle laboratorieeksperimenterpåenglidebanemedetfinkornetmateriale,omtrentimålestokk 1:50–1:200.Skogensimuleresforeksempelmedspikreavforskjelligtykkelseogdistanse somkansettesinnoverenvisslengdeidenenehalvpartenavglidebanenmensdenandre sidaikkefårskogforåkunnesammenligneskredutenogmedskog.Fronthastighetenog flytehøydenmålesmedhjelpavvideoopptaknormalttilglidebanenogfrasidene(det skulleknaptholdemednormaltvideoutstyr).Modellskredmedogutenskogetterregnes medforskjelligemodeller.Itilleggkanenergitapetellerkraftenutøvetavetenkelttre beregnesomtrentligdersommanfinnerenpassendedefinisjonavReynolds-talletfor granulæreogviskoplastiskemedier.Detfinnesnoentankeromdetteilitteraturen,ogArash Zakeri(tidligeredoktorgradstudentpåICG)fantinteressantesammenhengerforleireisine forsøkiMinneapolis.Detskulledaværemuligåkommetilrelativtpåliteligeresultater selvvedoppskaleringtilnaturligesnøskred.Iandredelenavprosjektetkanmanbruke disseeksperimentelleresultateneforåtilpasseparametreneavenellernoenfåutvalgte dynamiskemodeller.HovedkandidatererPCM-modellen,sombrukesofteiNorgeog Amerika,ogmodelleravVoellmy-typen.ForPCM-ellerNIS-modellenharviogså mulighettilåforandremodellenselv,foreksempelgjennomennymotstandsterm. Forrestenerdetogsåavinteresseåsehvordandenstatistiskealfa-beta-modellenreagerer påskog. Collaborations: Norgegeotekniskeinstitutt Contact: ArnfinnEmdal,NTNU DieterIssler,[email protected] Landslides: E39–Hvordantaretflomskredoppmasserfraunderlaget Entrainmentofbedsedimentsbydebrisflow Keywords: landslides,geohazards,flowslide Description: Videoer: VideofraNTNUGeoteknisklab(Dennevideoenvisereteksperimentderensuspensjoner sattibevegelseogdemålestrykkisiderogpåbunnenavbeholderen.Delavet masterarbeidvåren2015) VideofraIllgraben(Determangevideoeromdettetemaet;debrisflow,mudflow, flowslide,landslidekanværeaktuellesøkeord) Thefinalmagnitudeofdebrisflowisoftenmuchlargerthevolumeoftheinitiating landslide.Itisoftenthecasethattheinitialinglandslideisrathersmall.Whereas,thebulk ofthedebrisinvolvedintheactualdebrisfloweventareresultsfromentrainmentof materialalongtherun-outpath.Therefore,ourabilitytodetermineentrainmentisan essentialaspectofanaccurateprediction/modellingofdebrisflow.Theaccurate assessmentofentrainmentwillhelpinbetterpredictionoftheextentandthemagnitudeof debrisflow.Accordingly,thisstudyshouldlookintonumerical,empiricalandanalytical techniquestostudythemechanismofmaterialentrainment.Numericalstudiesusingthean entrainmentmodelimbeddedintheRAMMS2-Dorinanyothersimilarsoftwareshallbe used.Asensitivityanalysisoftherheologicalandentrainmentparametersonthedebris flowrun-out,heightandvelocityshallbecarried-out. Collaborations: E39-Statensvegvesen Contact: [email protected] Landslides: E39–Poretrykketsfordelingiskjærsonenietflomskred Porewaterpressuredistributionintheshearzoneofdebrisflow Keywords: landslides,geohazard,laboratorymodels Description: TheE39projectwillbuildamodernroadcommunicationalongWesternNorway. Numerousvalleys,slopes,slideareasandheavyrainfallregionsalongtheroutecallsfor increasedattentiontothegeohazardsandthesafetyandoperationalqualityoftheroad.In thisproject,theclimatechangeandwaterdominatedearthmovementsisaddressed.The projectwillworktowards:Modeltestingofwaterdominateddebris/mudflowsinthe laboratory.Increasethemodelingcompetenceinflowslide/mudslidebycomputational methodsasCFDandformulationsforerosion/soil-waterinteraction,basedonexisting modelsandusingopensourcecodesavailable.Developimprovedmethodsfordesignof diversionstructuresandbarriers.Estimationofloadsonbarriersandstructures. Porewaterpressuredistributionsintheshearzoneofdebrisflowsinfluencestheinternal stressstructureofdebrisflow.Assessmentofthedistributionofporewaterpressureinsidea movingdebrisisdifficult.However,usingsomespecialinstrumentationonecantryto measureitinthelaboratoryexperiments.Accordingly,thisstudywilllookintothe significanceofgrainsizedistributionandfinecontentinporepressurebuild-upand dissipationinvarioustypeofdebris.Thetopicshalllookintotheexistenceofoptimal velocityconcerningporepressurebuild-upwithdilationtheoryandexploreporepressure build-upindepositswithvaryingpermeability,flowvelocityanderosiondepth. Collaborations: E39-project Contact: [email protected] Landslides: E-39Tiltakmotflomskred Countermeasuresfordebrisandmudflowhazards Keywords: landslides,geohazards,flowslides,countermeasures Description: Sources:useofstructuralcountermeasuresfordebrisflowinSwitzerland(Source:HaraldNorem,NPRAandGeobruggAG) ThisstudyisaimingtoprovideimprovedknowledgeforasaferE39highwayinwestern Norway.Focusistowardseffectivecountermeasuresfordebrisandmudflowhazards.This shallstudyshalllookforinnovativesolutionsandexplorepossibilities.Thestudyshall improvetheunderstandingofthedynamicforcesfromandthebehaviourofthefluidized soil/watermassintheflowpath,innarrowspacesandstructureunderpasses.Inthestudy, variouscountermeasuresshallbeappliedandstudiedwithrespecttoforces,efficiencyand functionality. Collaborations: E39-Statensvegvesen Contact: [email protected] Arctictechnology: Fundamenteringpåpermafrost Keywords: arctictechnology Description: Fundamenteringpåisrikpermafrostforutsetteratvarmenfrabyggetikkevarmeroppog tinerunderliggendepermafrost.ILongyearbyen,Svalbard,erdenmesttradisjonsrike fundamenteringsmetodentrepeler,sattnedtil5-6meteroginnfrossetigysemasse.Forbyer somBarentsburgogPyramiden,samtnæringsbyggiLongyearbyenogSveabrukesofte andrefundamenteringsmetoder,somfeksplatepåmark,grovebetongpelerellertradisjonell fundamenteringpåbankettunderdetaktivelaget.Brukavisolasjonog/ellerventilering derkaldvinterluftsirkuleresforåholdesedimenteneunderfundamentetfrosne,eraktuelle metoder.Masterprosjektetgårpåvurderingavforskjelligefundamenteringsmetoderog erfaringermeddissesamtetpåfølgendestudiemedsiktepåforbedringavenellerflereav dissemetodene. Collaborations: InstanesPolarA.S.,UNISSvalbard Contact: ArneInstanes([email protected]),Tlf.48003443InstanesPolarAS ArnfinnEmdal,NTNU,[email protected] Arctictechnology: Thermomechanicalmodeling(www.ntnu.edu/samcot) Keywords: numericalanalysesarctictechnology Description: TestingofdifferentprogramsforTMHmodeling. A.Reviewandunderstandingofthetheoreticalformulationsinvolvedinthemodeling ofT(H)Mcoupledproblemsingeomechanics B.Selectionofgeotechnicalapplicationareaswherebenchmarkdatacanbeavailable, suchasnuclearwastedisposal,energypiles,geothermalenergyorgroundfreezing C.Numericalstudyofselectedproblemsinafiniteelementsoftwarepackage; comparisonoftheresultsagainsteachotherandbenchmarkdata Studyandcomparisonofsequential(iterative)andfullycoupledsolutionmethodsfor selectedapplicationproblems LINKTOSAMCotresearchproject Collaborations: SAMCOTresearchproject Contact: [email protected] [email protected] Arctictechnology: TOPIC1:Kartleggingavskrediarktiskstrandsonetilnærmetmedprobabilistiskemetoder/Coastal landslidemappingprobabilisticapproachexperimentedonArcticcoasts Keywords: arctictechnology,coastal,landslide,probabilistics Description: Onthisproject,thestudentisable todefineandorientatehis/herresearchtowardhis/herpersonalinterest.Descriptionbelow isgivenasasuggestion. Arcticcoastshavebeenstudiedsince3yearswithintheSAMCoTprojectframe (SustainableArcticmarineandCoastalTechnology).Processesandmechanisms responsibleoferosionhavebeenidentifiedandpartiallymodelledatresearchsitessituated bothinSvalbardandinNorthernRussia.Theaimofthisprojectistoproposea quantitativeclassificationoflandslidehazardbycalculatingaprobabilityofoccurrenceof landslidesoneachpointofthestudiedarea.Themethodisbasedonaphysicallandslide modellingandintegratedintoanexistingGISandprobabilisticsoftware. Olivieretal.,(2013)presentanexampleofapproachwhichcouldbeadoptedinthis project. Ref.OlivierM.,SedanM.,andMonodB.,2013.ContributionofPhysicalModellingto LandslideHazardMapping:CaseoftheFrenchBasqueCoast.Margottinietal.(eds.), LandslideScienceandPractice,Vol.5,DOI10.1007/978-3-642-31427-8_14 Moreinfo:SAMCot Collaborations: SFI-SAMCot Contact: Post.Doc.EmilieGuegan,[email protected] ProfessorSteinarNordal,[email protected] PhD-studentIvanDepina,[email protected] Arctictechnology: TOPIC2:Stabilitetavtinendeskråningerlangsarktiskkyst/ ModellingthawingslopestabilityofArcticcoasts Keywords: arctictechnology Description: Onthisproject,thestudentisabletodefineandorientatehis/herresearchtowardhis/her personalinterest.Descriptionbelowisgivenassuggestion.Thermalregimeinfrozenground drivesitsmechanicalbehavior.Soilthermalregimehasbeenmonitoredsince3yearsina coastalresearchsiteinSvalbard.Whilepreliminarythermalandslopestabilitymodelhave beentested,furtheranalyticalandnumericalsimulationsarerequiredtocapturethestability evolutionoffrozenslopes.AcomparisonbetweenthenewlyreleasedPLAXISthermal analysisandthe“in-house”developedGeo-studiomodelcouldbedone. ThereisapossibilityinthisprojecttointeractwiththemarinegroupatBAT/NTNUonwave modelingtoaddtothegeotechnicalapproachincoastalstabilityproblem. Collaborations: UNISSvalbard Contact: SteinarNordal(Prof.),[email protected] EmilieGuegan(Post-doc),[email protected] Arctictechnology: TOPIC3:Varmefluksmåler:Etnyttgeotekniskverktøyforundersøkelseavfrossengrunn? Heatfluxmeter:anewgeotechnicaltoolinfrozenground? Keywords: arctictechnology,fieldmeasurement Description: Thethermalregimeinfrozengrounddrivesitsmechanicalbehavior.Preliminary investigationsofsoilthermalpropertiesarethereforefundamentalinpermafrostarea.While somealgorithmexisttoestimatethethermalproperties,fieldmeasurementofsoil diffusivityarechallenginginremoteArcticareawheredrillingsystematicallydisturbes frozensamples.Anewmethodwasimplementedin2014toassesssoilthermalproperties usingaheatfluxmeter.TheheatfluxmeterhasbeeninstalledinaresearchsiteinSvalbard. Thisprojectwillhavetheprimeresponsibilitytoanalyzethefirstreadingofthe measurementsandcomparethemwithknownthermalpropertiesdataofthissite.Thisisa newmethod,verypromising,whichhasneverbeentestedbeforeinfrozenground. Collaborations: UNISSvalbard Contact: SteinarNordal(Prof.),[email protected] EmilieGuegan(Post-doc),[email protected]
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