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Geotechnical Lightweight Fill Competition Overview Lightweight geotechnical fill has been used in place of soil for building roadway embankments, retaining walls, and as backfill above buried pipelines as a more economically viable and lightweight material. Expanded polystyrene, also called geofoam, is typically used in these applications. Apart from many advantages, using geofoam has drawbacks including: adverse environmental impact, incompatibility with petroleum products, flammability, etc. Research regarding recycled lightweight fill has been conducted to investigate the opportunity to replace geofoam with a more sustainable and economically viable material. Diverting potentially recyclable material from landfills and repurposing it for use in civil engineering applications offers many environmental benefits, as well as saving manufacturing and processing costs. For example, one project used PET bottles as subgrade for bike trails, but the proof of concept has not yet been expanded to roadway projects (Graettinger, 2005). Objective The objective of the Geotechnical Lightweight Fill Competition is to create a new sustainable lightweight fill and explore the mechanical properties, sustainability, and constructability of this new material as a lightweight geotechnical fill. The participants will create a new recycled lightweight fill material, characterize the material, and test the material strength through an unconfined compression test. Eligibility Each team may consist of a maximum of four (4) members, one (1) of which may be a graduate student. Materials Materials required for this competition are: Calculator Pen/Pencil Recycled material used in lightweight fill Binding agent

Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

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Page 1: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

GeotechnicalLightweightFillCompetitionOverviewLightweightgeotechnicalfillhasbeenusedinplaceofsoilforbuildingroadwayembankments,retainingwalls,andasbackfillaboveburiedpipelinesasamoreeconomicallyviableandlightweightmaterial.Expandedpolystyrene,alsocalledgeofoam,istypicallyusedintheseapplications.Apartfrommanyadvantages,usinggeofoamhasdrawbacksincluding:adverseenvironmentalimpact,incompatibilitywithpetroleumproducts,flammability,etc.Researchregardingrecycledlightweightfillhasbeenconductedtoinvestigatetheopportunitytoreplacegeofoamwithamoresustainableandeconomicallyviablematerial.Divertingpotentiallyrecyclablematerialfromlandfillsandrepurposingitforuseincivilengineeringapplicationsoffersmanyenvironmentalbenefits,aswellassavingmanufacturingandprocessingcosts.Forexample,oneprojectusedPETbottlesassubgradeforbiketrails,buttheproofofconcepthasnotyetbeenexpandedtoroadwayprojects(Graettinger,2005).ObjectiveTheobjectiveoftheGeotechnicalLightweightFillCompetitionistocreateanewsustainablelightweightfillandexplorethemechanicalproperties,sustainability,andconstructabilityofthisnewmaterialasalightweightgeotechnicalfill.Theparticipantswillcreateanewrecycledlightweightfillmaterial,characterizethematerial,andtestthematerialstrengththroughanunconfinedcompressiontest.EligibilityEachteammayconsistofamaximumoffour(4)members,one(1)ofwhichmaybeagraduatestudent.MaterialsMaterialsrequiredforthiscompetitionare:

• Calculator• Pen/Pencil• Recycledmaterialusedinlightweightfill• Bindingagent

Page 2: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

ExecutionConstructionGuidelinesEachteamwillconstructone2ft.x2ft.x2ft.cubefromrecycledmaterialpriortothecompetition.Teamsmustuseeasilyaccessiblerecyclablematerialthatcanbeheldtogetherwithabindingagent.Eachmaterialusedmustbelistedonthematerialbreakdownformandjustifiedassustainable,recyclable,andconstructibleonthematerialpropertiesform.Therecannotbeanyliquidinthelightweightfillcubes.Figure1(a)showsanexampleoflightweightfillcubesthatwereconstructedfromemptyplasticbottlesusingvariousbindingagents.TestingProcedureEachteamwillbringitslightweightfillcubetothedesignatedtestingareaatthecompetition.Beforetesting,eachcubeoflightweightfillwillhavetofitcompletelyinsidea2ft.x2ft.x2ft.moldinallorientations.Cubesthatcannotfitthroughthemoldwillbedisqualified.Note:Allteammembersmustbewearinglongpantsandclosedtoedshoestobeadmittedintothetestinglab.

1. Totalweightofthecube:Eachteamwillrecordaweightforthelightweightfillcubeonthematerialpropertiesform.Totalweightmaynotexceed100pounds.

2. Unconfinedcompressiontest:Thecubeswillbesubjectedtoanunconfinedcompressiontest.Duetotimeconstraints,cubeswillbetestedtoamaximumstrainof15%andamaximumcompressiveloadof16,000pounds.Thecubeswillbecompressedataloadingrateof3%strainperminute.Cubesmustmeetaminimumloadof1,000poundsat15%strain.

3. Calculateweight/loadratio:Basedontheloadanddisplacementvaluesgeneratedthroughoutthecompressiontest,studentswillreceiveastressvs.straincurve,amaximumunconfinedcompressiveloadvalue,andaYoung’smodulusvaluegeneratedfromthetest.Thepeakstress(max4,000lb/ft2)andpeakstrain(max15%)valueswillbeusedtocalculatetheweight/loadratio.Themaximumunconfinedcompressivestrength,Young’smodulus,andweight/loadratiowillberecordedonthematerialpropertiesform.

4. Justification:Studentswilljustifythesustainabilityandconstructabilityofthelightweightcubebywritingajustificationstatementonthematerialpropertiesform.Teamsshouldconsidercostpercubicfoot,second-useapplications,regionalavailability,renewability,durability,andaddressanybarriersthatwouldpreventthewidespreaduseofthematerialasalightweightfill.Thestatementmaybehandwritteninthespaceprovidedonthematerialpropertiesformortypedpriortothecompetitionandbroughttothetesting

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location.Thetypedstatementshouldbesingle-spaced,12pointfont,andamaximumofone(1)pagelong.

TheUniversityofAlabamawillsupplythetestingapparatus,showninFigure1(b),aswellastechnicianswhowillrunthetest.Onceeachteamsubmitsitscube,theywillnotbeabletomakechangestoit.

Figure1.(a)Examplelightweightfillcubes(b)CubeswillbetestedbyverticallyloadingthetopandbottomofthesampleusingaMTSAllianceRF/150testingmachine.

RequirementsTheconstructionandtestingrequirementsaresummarizedbelow.

• Cubemustfitinsidea2ft.x2ft.x2ft.moldinalldirectionspriortocompetition.

• Cubemustbemadeprimarilyofrecycledmaterial.(Itisatthejudges’discretionwhatconstitutesarecycledmaterial,majorityrules)

• Weightmaynotexceed100pounds.• Cubemaynotincludeanyliquid.

(a)

(b)

Page 4: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

• Teamsmusttaketheircubewiththemafterithasbeenscored.Cubesmaynotbedisposedofoncampusorleftinthetestinglabaftertheconclusionofthecompetition.

Itemssubmittedtothejudgesduringthecompetition:• 2ft.x2ft.x2ft.lightweightfillcube• Materialpropertiesform• Justificationwrite-up(ifnothandwrittenonthematerialpropertiesform)• Materialbreakdownform

MaterialBreakdownFormThematerialbreakdownformshouldbecompletedpriortothecompetitionandsubmittedalongwiththeotheritemstothejudgesduringthecompetition.EachmaterialandbindingagentusedinconstructingthecubeshouldbelistedintheMaterialcolumn.Foreachmaterial,calculatethepercentofthetotalvolumeandthepercentofthetotalweightthatthematerialrepresentsinthesample.Estimatetheunitcostpercubicfootoflightweightfillandthesub-totalforeachmaterial.Apriceforanydonatedorfreematerialsshouldbeincludedinthecost.Sumthesub-totalvaluestocalculateatotalcostforthelightweightfillsample.Specifyagrainsizerangeinthespaceprovided.Forexample,ifPETbottlesareused,therangemaybefrom12ouncebottlestogallonjugs.Usingthetotalcostofthelightweightfillsample,estimatethecosttoconstructaroadwayembankmentrequiring100,000cubicyardsoflightweightfill.JudgingTherewillbeaminimumofthree(3)judgesforthecompetition.Itwillbethejudges’dutyandresponsibilitytoevaluatetheteamsfairlyandconsistently.TheteamswillbeevaluatedbasedonthecriteriaoutlinedintheScoringsectionincludedbelow.Thejudges’rulingwillbefinalforallcompetitors.ScoringTeamswillbescoredbasedontheunitweight,strength,constructability,andeconomyoftheirlightweightcube.Anytypeofrecycledmaterialcanbeusedinthecompetition,buttheteamwiththemostcreativematerialwillbeawardedabonusoffive(5)points.PleasereferencetheScoringSummarySheetforaspecificbreakdownofpoints.

Page 5: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

DisqualificationsAnyteamthatdoesnotabidebytheregulationspresentedaboveorperformsunethicallywillbedisqualified.

ReferencesGraettinger,AndrewJ.,etal."Recyclingofplasticbottlesforuseasalightweightgeotechnicalmaterial."ManagementofEnvironmentalQuality:AnInternationalJournal16.6(2005):658-669.

Page 6: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

MaterialPropertiesFormASCEStudentOrganization:_______________________________________TotalWeight(lb):UnitWeight(lb/ft3):MaxUnconfinedCompressiveLoad(lb):MaxUnconfinedCompressiveStrength(lb/ft2):Young’sModulus(lb/in2):Weight/LoadRatio(lb/lb):JustificationStatement:(responsescancontinueontothebackofthissheet)

Page 7: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

MaterialBreakdownFormASCEStudentOrganization:_______________________________________Note:Apriceforanydonatedorfreematerialsshouldbeincludedinthebreakdown.Thisinformationsheetshouldbecompletedpriortothecompetition.

Whatisthegrainsizerangeofthesample?Usethecostinformationforonelightweightfillcubetoestimatewhatitwouldcosttoconstructaroadwayembankmentthatrequires100,000cubicyardsoflightweightfill.$_______________

Material(recycledcomponents&

bindingmaterial)%Volume %

Weight

UnitCost(perft3ofLWfill)

SubTotal(for8ft3ofLW

fill)

TOTAL

Page 8: Geotechnical Lightweight Fill - University of Alabamaasceconference.ua.edu/.../geotechnical_lightweight_fill.pdfGeotechnical Lightweight Fill Competition Overview Lightweight geotechnical

ScoringSummarySheetASCEStudentOrganization:_______________________________________

MaterialBreakdownandJustificationStatement Score1.Totalcost

o Lowcost=15pointso Averagecost=10pointso Highcost=5points

/15

2.Estimatecostfor100,000cubicyards /5

3.Justificationstatement /20Cost&ConstructabilitySub-Total /40

MaterialProperties Score1.Unitweight

o Ultra-Lightweight(lessthan3lb/ft3)=10pointso Lightweight(3.00-10.00lb/ft3)=5pointso Greaterthan10lb/ft3=0points

/10

2.Maximumstrengtho 3000-4000lb/ft2=15pointso 1500-2999lb/ft2=10pointso 250–1499lb/ft2=5pointso Lessthan250lb/ft2=0points

/15

3.Young’sModuluso Allresultswillbesplitintoquartilesandscoredaccordingly:o 1stQuartile(highestvalues):10pointso 2ndQuartile:7.5pointso 3rdQuartile:5pointso 4thQuartile(lowestvalues):2.5points

/10

4.Weight/LoadRatioo Allresultswillbesplitintoquartilesandscoredaccordingly:o 1stQuartile(lowestvalues):20pointso 2ndQuartile:15pointso 3rdQuartile:10pointso 4thQuartile(highestvalues):5pointso Ifcompressiveload<1000lb:0points

/20

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5.FailureMode

o Cubedeformed,thenregainedoriginalshape=5pointso Cubedeformed,didnotregainoriginalshape=2.5pointso Catastrophicfailure=0points

/5

7.BONUS:Mostcreativematerial(judges’choice) /5

MaterialPropertiesSub-Total /60Cost&ConstructabilitySub-Total /40

OverallScore /100