IowaStateUniversityDigitalRepository@IowaStateUniversityTechTransferSummariesInstituteforTransportation5-1-2010OptimizationandManagementofMaterialsinEarthworkConstructionVernonR.SchaeferIowaStateUniversity,vern@iastate.eduDavidJ.WhiteIowaStateUniversity,djwhite@iastate.eduFollowthisandadditionalworksat:@IowaStateUniversity.IthasbeenacceptedforinclusioninTechTransferSummariesbyanauthorizedadministratorofDigitalRepository@IowaStateUniversity.Formoreinformation,pleasecontacthinefuku@iastate.edu.RecommendedCitationSchaefer,VernonR.andWhite,DavidJ.,OptimizationandManagementofMaterialsinEarthworkConstruction(2010).TechTransferSummaries.Paper13.fiedproblemsthroughbettermanagementandoptimizationoftheavailablepavementgeotechnicalmaterialsandthroughgroundimprovement,soilreinforcement,andothersoiltreatmenttechniques.InstituteforTransportationIowaStateUniversity2711S.LoopDrive,Suite4700Ames,IA50010-8664515-294-8103ThemissionoftheInstituteforTransporta-tion(InTrans)atIowaStateUniversityistodevelopandimplementinnovativemethods,materials,andtechnologiesforimprovingtransportationefficiency,safety,reliability,andsustainabilitywhileimprovingthelearn-ingenvironmentofstudents,faculty,andstaffintransportation-relatedfields.Thesponsorsofthisresearcharenotrespon-siblefortheaccuracyoftheinformationpresentedherein.Theconclusionsexpressedinthispublicationarenotnecessarilythoseofthesponsors.May2010OptimizationandManagementofMaterialsinEarthworkConstructionRESEARCHPROJECTTITLEOptimizationandManagementofMaterialsinEarthworkConstructionSPONSORSIowaHighwayResearchBoard(TR-501)IowaDepartmentofTransportation(InTransProject04-162)PRINCIPALINVESTIGATORVernSchaeferProf.,Civil,Construction&Environmen-talEngineeringIowaStateUniversity515-294-9540vern@iastate.eduDavidJ.WhiteAssoc.Prof.,Civil,Construction&Envi-ronmentalEngineeringIowaStateUniversity515-294-1463djwhite@iastate.eduMOREINFORMATION•Evaluatetheengineeringpropertiesofembankmentmaterialsbymixingdifferentsoils,suchastheselectandunsuitablesoilsindifferentproportions.•Evaluatethepermeabilityofmixedmaterials.•Evaluatetheuseofflowablemortarinplaceofconventionalbackfillmaterialaroundadrainagepipe.ProblemStatementNaturalearthmaterialsplayanimportantroleinthedesignandcon-structionofgeotechnicalsystems.Differentearthmaterials,suchassoilandrock,havebeenusedintheconstructionofvariousgeotechnicalsystems,includingfoundations,retainingwalls,embankments,roadandairfieldpavements,boxculverts,andbridgeabutments.Thechoiceofparticulargeo-materialsforaconstructionprojectdependsonthetypeandpurposeofthegeotechnicalsystemitself.Somegeo-materials,suchaspeat,muck,expansive/swellingsoils,andcollapsiblesoils,however,cannotbeusedinanytypeofconstructionbecausetheseverityofpost-constructiondamagetheymaycausecanbedisconcert-ing.Often,sitesoilsareunacceptablefortheintendedfunctionandmustbeimprovedorreplacedwithbetterqualitymaterials.ResearchDescriptionAsaresultofforensicinvestigationsofproblemsacrossIowa,aresearchstudywasdevelopedaimedatprovidingsolutionstoidentifiedproblemsthroughabettermanagementandoptimizationoftheavailablepavementgeotechnicalmaterialsandthroughgroundimprovement,soilreinforce-ment,andothersoiltreatmenttechniques.Theoverallgoalwasworkedoutthroughsimplelaboratoryexperiments,suchasparticlesizeanalysis,plasticitytests,compaction,permeability,andstrengthtests.Areviewoftheproblemssuggestedthreeareasofstudy:pavementcrackingduetoimpropermanagementofpavementgeotechnicalmaterials,permeabilityofmixed-subgradesoils,andsettle-mentofsoilabovethepipeduetoimpropercompactionofthebackfill.Thisresultedinthefollowingthreeareasofstudy:Theoptimizationandmanagementofearthworkmaterialsthrough1.generalsoilmixingofvariousselectandunsuitablesoilsandaspe-cificexampleofoptimizationofmaterialsinearthworkconstructionbysoilmixing.Aninvestigationofthesaturatedpermeabilityof2.compactedglacialtillrelationtovalidationandpredictionwiththeEnhancedIntegratedClimaticModel(EICM).Afieldinvestigationandnumericalmodelingof3.culvertsettlement.Thisprojectconsistsofthefollowingthreeareasofresearch.OptimizationandManagementofEarthworkMateri-alsthroughSoilMixingThreesoilsavailableforearthworkconstructionareclassifiedasselect,suitable,andunsuitablesoils(Table1).Unsuitablesoilsconsistofsomeexpansive/swellingorcollapsiblesoilswithlowdensityandlowstrength,whichshouldbedisposedofatleast3feetbelowsub-gradeelevation.Duetotheavailabilityandthefactthatunsuitablesoilsarecheaperthanselectsoils,makinguseofunsuitablesoilscanreducethecostofearthworkconstruction.Inthisresearch,twounsuitablesoilsweremixedwithsixselectsoilsatvariousproportions(unsuitable:select=25%:75%,50%:50%,and75%:25%)toinvestigatehowtheengineeringpropertiescanbeimprovedatdifferentselect-unsu