Development of Light Weight Concrete

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Development Of Light Weight Concrete journal paper

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  • engineeringcivil.com http://www.engineeringcivil.com/developmentoflightweightconcrete.html

    DevelopmentOfLightWeightConcrete

    ByDhawalDesaiIITBombay

    ABSTRACTThispaperdealswiththedevelopmentoftwotypesoflightweightconcretetheoneusinglightweightaggregate(Pumicestone)andtheotherwaterfloatingtypeusingAluminiumpowderasanairentrainingagent.Thisalsoshowstheimportanceofwater/cementratioasinfirsttypeofconcreteitrelatestothesmoothnessofthesurfaceandinsecondoneitisamajorfactorwhichcontrolstheexpansionofconcrete.

    INTRODUCTION:Lightweightconcretecanbedefinedasatypeofconcretewhichincludesanexpandingagentinitthatincreasesthevolumeofthemixturewhilereducingthedeadweight.Itislighterthantheconventionalconcretewithadrydensityof300kg/m3upto1840kg/m3.Themainspecialtiesoflightweightconcreteareitslowdensityandlowthermalconductivity.

    Therearemanytypesoflightweightconcretewhichcanbeproducedeitherbyusinglightweightaggregateorbyusinganairentrainingagent.InthisprojectIhaveworkedoneachoftheabovementionedtypes.Bothofthemarenonstructuralconcrete.

    1)ByusingPumicestoneasalightweightaggregate:Pumicestoneisalightweightaggregateoflowspecificgravity.Itisahighlyporousmaterialwithahighwaterabsorptionpercentage.Inthiswedonotusetheconventionalaggregateandreplaceitbythepumicestone.

    2)ByusingAluminiumpowderasanairentrainingagent:WaterfloatingaeratedconcreteismadebyintroducingairorgasintoslurrycomposedofPortlandcementandsand,sothatwhenthemixsetsandhardens,uniformcellularstructureisformed.Thusitisamixtureofwater,cementandfinelycrushedsand.WemixfinepowderofAluminiumtotheslurryanditreactswiththecalciumhydroxidepresentinitthusproducinghydrogengas.Thishydrogengaswhencontainedintheslurrymixgivesthecellularstructureandthusmakestheconcretelighterthantheconventionalconcrete.

    ADVANTAGE:Lightweightconcreteisofutmostimportancetotheconstructionindustry.Theadvantagesoflightweightconcreteareitsreducedmassandimprovedthermalandsoundinsulationproperties,whilemaintainingadequatestrength.Themarginallyhighercostofthelightweightconcreteisoffsetbysizereductionofstructuralelements,lessreinforcingsteelandreducedvolumeofconcrete,resultinginoverallcostreduction.Thereducedweighthasnumerousadvantagesoneofthemisreduceddemandofenergyduringconstruction.

    TYPESOFLIGHTWEIGHTCONCRETE:Usinglightweightaggregates:Thistypeisproducedusinglightweightaggregatesuchasvolcanicrockorexpandedclay.Itcanbeproducedwiththeuseofnaturallyminedlightweightaggregates(bulkdensityintherangeof880kg/m3)ormanmadelightweightaggregateslikeAardeliteorLytag(bulkdensity800kg/m3).

    Usingfoamingagents:Thisoneisproducedthroughtheadditionofafoamingagentincementmortar.Thiscreatesafinecementmatrixwhichhasairvoidsthroughoutitsstructure.Aeratedcementmortaris

  • producedbytheintroductionofagasintocementitiousslurrysothatafterhardeningacellularstructureisformed.

    TYPESOFLIGHTWEIGHTAGGREGATE:Lightweightaggregatesusedinstructurallightweightconcretearetypicallyexpandedshale,clayorslatematerialsthathavebeenfiredinarotarykilntodevelopaporousstructure.Otherproductssuchasaircooledblastfurnaceslagarealsoused.Alsotherearesomenonstructurallightweightaggregateswithlowerdensitymadewithotheraggregatematerialsandhigherairvoidsinthecementpastematrix.Thesearetypicallyusedfortheirinsulationproperties.

    Naturalaggregates:InorganicNaturalAggregates:Diatomite,pumice,scoriaandvolcaniccindersarenatural,porousvolcanicrockswithabulkdensityof500800kg/m3whichmakeagoodinsulatingconcrete

    OrganicNaturalAggregates:Woodchipsandstrawcanbemixedwithabindertoprovidealightweightnaturalaggregate.Thesearecellularmaterialswhichhaveairtrappedwithintheirstructuresoncetheyhavelowmoisturecontent.

    Manufacturedaggregates:1.Bloatedclay,sinteredflyashandfoamedblastfurnaceslag.2.Lightweightexpandedclayaggregate:Thisisproducedbyheatingclaytoatemperatureof10001200oC,whichcausesittoexpandduetotheinternalgenerationofgasesthataretrappedinside.Theporousstructurewhichformsisretainedoncoolingsothatthespecificgravityismuchlowerthanwhatwasbeforeheatingit.

    Foamingagents:Therearesomefoamingagentswhichwhenaddedtothecementslurryformsairvoidsthroughoutitsstructure.Alsotherearesomeagentswhoreactwiththechemicalspresentinthecementslurryandevolvegaseswhichresultsintheexpansionoftheslurryandwhenithardens,leavesairvoidsintheconcretethusmakingitlighterthanthenormalconcrete.

    Thebulkdensityoffinelightweightaggregatesisaround1200kg/m3.Thebulkdensityofcoarselightweightaggregatesisaround960kg/m3.

    GENERALPROPERTIES:LightWeight:Densityrangefrom650Kg/m3to1850Kg/m3ascomparedto1800Kg/m3to2400Kg/m3forconventionalbrickandconcreterespectively.Despitemillionsoftinyairfilledcells,itisstronganddurable.ThereisLightweightadvantageforthestructuredesign,leadingtosavingsinsupportingstructuresandfoundation.

    CompressiveStrength:2.0to7.0N/mm2.

    ExcellentAcousticPerformance:Itcanbeusedaseffectivesoundbarrierandforacousticsolutions.Hence,highlysuitableforpartitionwalls,floorscreens/roofingandpanelmaterialinauditoriums.

    EarthquakeResistant:Sincelighterthanconcrete&brick,thelightnessofthematerialincreasesresistanceagainstearthquake.

    Insulation:Superiorthermalinsulationpropertiescomparedtothatofconventionalbrickandconcrete,soreducestheheatingandcoolingexpenses.Inbuildings,lightweightconcretewillproduceahigherfireratedstructure.

    Workability:Productsmadefromlightweightconcretearelightweight,makingthemeasytoplaceusingless

  • skilledlabour.Thebrickscanbesawed,drilledandshapedlikewoodusingstandardhandtools,regularscrewsandnails.Itissimplerthanbrickorconcrete.

    Lifespan:Weatherproof,termiteresistantandfireproof.

    SavingsinMaterial:Reducesdeadweightoffillerwallsinframedstructuresbymorethan50%ascomparedtobrickworkresultinginsubstantialsavings.Duetothebiggeranduniformshapeofblocks,thereisasavinginbedmortarandplasterthickness.Inmostcasesthehighercostofthelightweightconcreteisoffsetbyareductionofstructuralelements,lessreinforcingsteelandreducedvolumeofconcrete.

    WaterAbsorption:Closedcellularstructuresandhencehavelowerwaterabsorption.

    SkimCoating:Donotrequireplasterandwaterrepellentpaintsuffices.Wallpapersandplasterscanalsobeapplieddirectlytothesurface.

    ModulusofElasticity:Themodulusofelasticityoftheconcretewithlightweightaggregatesislower,0.50.75tothatofthenormalconcrete.Thereforemoredeflectionisthereinlightweightconcrete.

    MANUFACTURING:Itisproducedbyincludinglargequantitiesofairintheaggregate,matrixorinbetweentheaggregateparticlesorbyacombinationoftheseprocesses.Lightweightaggregatesrequirewettingpriortousetoachieveahighdegreeofsaturation.Iftheaggregatesarentfullysaturatedtheyhaveatendencytofloattowardsthesurfaceofthemixafterithasbeenplaced.

    Duetothehighermoisturecontentoflightweightconcrete,dryingtimesaretypicallylongerthanregularconcrete.Typically,a0.5watertocementratioslurryisusedasabasemixtureforlightweightconcrete.Thewatercementratiovariesaccordingtospecificprojectrequirements.

    Notethatlightweightconcreteobtainsitsnaturalfluidityfromtheairbubblestructure,notfromexcesswatercontent.

    EffectofaddingFlyash:Flyashaddedtothecementdoesnotadverselyaffectthebasichardenedstateoflightweightconcrete.Infusingandsupportingthelightweightconcretewiththeaircellsystemisamechanicalactionandisnotproblematicwithflyashorotheradditives.NotethatsomeflyashmixesmaytakelongertosetthanpurePortlandcementapplications.

    USES:Theprimaryuseoflightweightconcreteistoreducethedeadloadofaconcretestructurewhichthenallowsthestructuraldesignertoreducethesizeofcolumns,footingandotherloadbearingelements.Sothemarginallyhighercostofthelightweightconcreteisoffsetbythesizereductionofstructuralelements,lessreinforcingsteelandreducedvolumeofconcrete,thusresultinginloweroverallcost.

    Theycanalsobeusedforfireprotection,wheretheycanshieldstructuralsteelfromfire.Theyarealsousedasaninsulatingblock.

    Lightweightconcretehasbeenusedtoconstructextremelylargecantilevers,asthemembercanbenarrowerduetothedecreaseddeadload.Usingconcreteofalowerdensityresultsinalowerdeadloadandcanresultinsavingsduetosmallermembersizes.Occasionallythiscanallowconstructionongroundwithalowloadbearingcapacity.

    Theporosityoflightweightaggregateprovidesasourceofwaterforinternalcuringoftheconcretethatprovidescontinuedenhancementofconcretestrengthanddurability,butthisdoesnotpreventtheneedforexternalcuring.

    Structurallightweightconcretehasbeenusedforbridgedecks,piersandbeams,slabsandwallelements

  • inconcreteandsteelbuildings,parkingstructures,tiltupwalls,toppingslabsandcompositeslabsonmetaldecking.

    Note:Theconcretecovertoreinforcementusinglightweightaggregatesinconcreteshouldbeadequate.Usuallyitis25mmmorethanthatofnormalconcretebecauseofitsincreasedpermeabilityandalsoconcretecarbonatesrapidlybywhichtheprotectiontothesteelbythealkalinelimeislost.

    AUTOCLAVEDAERATEDCONCRETEUSINGALUMINIUMPOWDER(AAC)AutoclavedAeratedConcrete(AAC)orAutoclavedLightweightConcrete(ALC)isaprecastconstructionmaterialthatismadefromavarietyofaggregatepartsnolargerthansand.Atroughlyonefifthoftheweightofnormalconcrete,itisanincrediblylightweightbuildingmaterial.Itprovidesexcellentthermalandacousticresistanceandalsoprotectsagainsthouseholdhazardsastermitesandfire.AACiscommonlyreferredtoasautoclavedcellularconcretebecausehydrogenbubblesformduringtheproductionprocess,resultinginsmallpocketsofairwithintheconcretethatsubstantiallyincreasethevolumeofthefinalconcreteproduct.Thoughtheprecisecompositionofautoclavedaeratedconcretemayvary,itisgenerallymadeupofquartzsandorsomeotherfineaggregate,cementandwaterorsomeotherbindingcomponentandaluminiumpowder.Thealuminiumpowderreactswiththecementandformshydrogenbubblestoformwithinthemix,therebyincreasingthevolumetoweightratiooftheconcretemix.Afterthemixiscastintothedesiredformandthevolumeincreasingchemicalreactionsoccur,theconcretemix,whichisstillsoft,isautoclaved.

    MANUFACTURINGPROCESS:Therawmaterialsarebatchedbyweightanddeliveredtothemixer.Measuredamountsofwaterandexpansiveagentareaddedtothemixerandthecementitiousslurryismixed.

    SteelmouldsarepreparedtoreceivethefreshAAC.IfreinforcedAACpanelsaretobeproduced,steelreinforcingcagesaresecuredwithinthemoulds.Aftermixing,theslurryispouredintothemoulds.Theexpansiveagentcreatessmall,finelydispersedvoidsinthefreshmixture,whichincreasesthevolumebyabout50percentinthemouldswithinthreehours.

    Withinafewhoursaftercasting,theinitialhydrationofcementitiouscompoundsintheAACgivesitsufficientstrengthtoholditsshapeandsupportitsownweight.Aftercutting,theaeratedconcreteproductistransportedtoalargeautoclave,wherethecuringprocessiscompleted.Autoclavingisrequiredtoachievethedesiredstructuralpropertiesanddimensionalstability.Theprocesstakesabouteightto12hoursunderapressureofabout174psi(12Bars)andatemperatureofabout180oC.

    TECHNICALSPECIFICATIONS:Density:300to1600kgpercumthisislightenoughtofloatinwaterCompressivestrength:300to900psiAllowableshearstress:8to22psiThermalresistance:0.8to1.25perin.ofthicknessSoundTransmissionClass(STC):40for4in.thickness45for8in.thickness

    TECHNICALPERFORMANCE:FireResistance:Autoclavedaeratedconcreteprovidesthehighestsecurityagainstfireandmeetsthemoststringentfiresafetyrequirements.Duetoitspurelymineralcomposition,AACisclassifiedasanoncombustiblebuildingmaterial.Itisbothresistanttofireupto1200oCandheatresistant.

    StructuralPerformance:Autoclavedaeratedconcreteisstronganddurabledespiteitslightweight.AACssoliditycomesfromthecalciumsilicatethatenclosesitsmillionsofairporesandfromtheprocessofcuringinapressurizedsteamchamber,anautoclave.Itsexcellentmechanicalpropertiesmakeittheconstructionmaterialofchoiceforearthquakezones.

  • SoundInsulation:AAChasexcellentsoundinsulationpropertiescomparedtootherbuildingmaterialswiththesameweight.

    Durability:Itretainsitspropertiesfortheentirelifeofabuildingandcanresistwind,earthquake,rain(alsoacidrain),stormandawiderangeofexternaltemperatures.

    ADVANTAGES:Ithasbeenrefinedintoahighlythermallyinsulatingconcretebasedmaterialusedforbothinternalandexternalconstruction.BesidesAACsinsulatingcapability,oneofitsadvantagesinconstructionisitsquickandeasyinstallation,forthematerialcanberouted,sandedandcuttosizeonsiteusingstandardcarbonsteelbandsaws,handsawsanddrills.

    SustainableConstructionThechoiceoftherightbuildingmaterialisoneofthekeyfactorsforsustainablebuildings.AACisabuildingmaterialwhichoffersconsiderableadvantagesoverotherconstructionmaterials.Itshighresourceefficiencygiveslowenvironmentalimpactinallphasesofitslifecycle,fromtheprocessingofrawmaterialstothedisposalofAACwaste.

    EnvironmentalPerformance:Resources:AACismadefromnaturallyoccurringmaterialsthatarefoundinabundancelime,finesand,othersiliceousmaterials,waterandasmallamountofaluminiumpowder(manufacturedfromabyproductofaluminium).FurthermoretheproductionofAACdemandsrelativelysmallamountsofrawmaterialsperm3ofproduct,anduptoafifthasmuchasotherconstructionproducts.

    Environmentalimpactduringproduction:Norawmaterialsarewastedintheproductionprocessandallproductionoffcutsisfedbackintotheproductioncircuit.ThemanufactureofAACrequireslessenergythanforallothermasonryproducts,therebyreducinguseoffossilfuelsandassociatedemissionsofcarbondioxide(CO2).Industrialqualitywaterisusedandneitherwaternorsteamisreleasedintotheenvironment.Notoxicgasesarecreatedintheproductionprocess.

    Environmentalimpactduringuse:AACsexcellentthermalefficiencymakesamajorcontributiontoenvironmentalprotectionbysharplyreducingtheneedforspaceheatingandcoolinginbuildings.

    Inaddition,AACseasyworkabilityallowsaccuratecuttingthatminimizesthegenerationofsolidwasteduringuse.ThefactthatAACisuptofivetimeslighterthanconcreteleadstosignificantreductionsinCO2emissionsduringtransportation.

    Reuse,recoveryanddisposal:ThroughoutthelifecycleofAAC,potentialwasteisreusedorrecycledwhereverpossibletominimizefinaldisposalinlandfill.WhereAACwasteissenttolandfill,itsenvironmentalimpactisminorsinceitcontainsnotoxicsubstances.

    DISADVANTAGES:Autoclavedaeratedconcreteisnotwithoutitsdisadvantages.Forexample,itisnotasstrongaslessporousvarietiesofconcrete,soitmustoftenbereinforcedifitistobeusedforintenseloadbearingwork.Thoughitcanbeshippedjustaboutanywherewithrelativeeasebecauseofitslightweight,autoclavedaeratedconcreteisnotwidelyproduced,soitmaybedifficultformanytoobtainitlocally.Itmustalsobecoatedwithsomeformofprotectivematerial,asittendstodegradeovertimebecauseofitsporousnature.

    USES:Itisalightweight,precastbuildingmaterialthatsimultaneouslyprovidesstructure,insulation,andfireandmouldresistance.AACproductsincludeblocks,wallpanels,floorandroofpanelsandlintels.

    USEOFALUMINIUMPOWDER:Thereactantsinaeratedconcretearelime(whichispresentincement)andaluminiumpowder.Whenthe

  • aluminiumpowderisaddedtoslurryoflime,hydrogenisproducedintheformofbubbles.Thickslurryismadewithlime/cementalongwithaggregates.Aluminiumpowderisaddedinthefinalstageofmixing.Themixispouredintomoulds.Themouldsareautoclavedwhichimpartsstrength.AACisproducedusingnoaggregatelargerthansand.

    Quartzsand,limeand/orcementandwaterareusedasabindingagent.Aluminiumpowderisusedatarateof0.05%0.08%byvolumeofcement.

    Thehydrogengasfoamsanddoublesthevolumeoftherawmix(creatinggasbubblesupto1/8inchindiameter).Attheendofthefoamingprocess,thehydrogenescapesintotheatmosphereandisreplacedbyair.Dependingonitsdensity,upto80%ofthevolumeofanAACblockisair.AACslowdensityalsoaccountsforitslowstructuralcompressionstrength.Itcancarryloadsupto1,200Psi,approximatelyonlyabout10%ofthecompressivestrengthofregularconcrete.

    AACmaterialcanbecoatedwithastuccocompoundorplasteragainsttheelements.SidingmaterialssuchasbrickorvinylsidingcanalsobeusedtocovertheoutsideofAACmaterials.

    EXPERIMENTSOFAAC:SincetheautoclavefacilitywasunavailableattheplacewhereIwasworking,Ididnotautoclavemysamplesandthuswasunabletofinditsactualstrength.

    Themixdesignforthefirstsamplewasdecidedbasedonstudies.Thenfurthersamplesweremadebychangingsomeproportionsinthepreviousones.

    Sampleno.1:Inthisthecement/sandratiotakenis1:1.Alsothew/cmratiotakenis0.4.Aluminiumpowderis0.40.5%byweightofcement.

    Cement(OPC):1.08kgSand:1.08kgWater:440gmAluminiumpowder:45gm

  • Themixturewashotjustaftermixingwhichconfirmedthechemicalreactioninthat.Alsohissingsoundwascomingwhichconfirmedtheevolutionofgas.Sincethisisaeratedconcrete,itshouldexpand.Butitdidnot.Thereasonwaslessamountofwatersinceitdidnotformslurryandthereweregapsbetweentheparticlesthroughwhichalltheevolvedgasesescapedoutfromtheconcrete.Thesegasesshouldremainthereonlysothattheconcreteexpandsbutitdidnothappen.

    Soforthenextsample,Iincreasedthew/cmratiotomaketheslurry.Sampleno.2:Withw/cmratio=0.45Cement(OPC):540gmSand:540gmWater:243gmAluminiumpowder:3gm

    Thismixturemadeslurrywhichwaseasilyflowing.Inthisjustafterfillingthecubetheinitialdepthofthetopsurfaceoftheslurrywas11.5cm.Afterjust5minutes,thedepthwas10cmwhichshowedthatitexpandedaswepredicted.

    Weightofthesample:1.14kgVolume:15x15x5cm3

    Density:1013.33kg/m3

    Sampleno.3:Toreducedensityfurther,Idecreasedthequantityofsand.Cement(PPC):1080gmSand:940gmWater:490gmAluminiumpowder:6gm

    Inthissampletheinitialdepthofthetopsurfaceoftheslurrywas6.8cmandjustafter5minutesthedepthwas3cm.

    Weightofthesample:2.02kgVolume:15x15x12cm3

    Density:748.15kg/m3Thiswasfloatinginwater.

    Sampleno.4:InthisnewsampleItriedtousePumiceStonepowderandreducedthequantityofsandinthemixture.InthissampleIhadtousemorequantityofwatersincepumicestoneabsorbswater.Cement(PPC):1080gmSand:840gmPumiceStonePowder:120gmWater:660gmAluminiumpowder:6gm

    Inthissampletheinitialdepthofthetopsurfaceoftheslurrywas8.6cmandthefinaldepthwas4.5cm.

  • Weightofthesample:2.04kgVolumeofthesample:15x15x10.5cm3

    Density:863.49kg/m3

    Sampleno.5:Sampleof2cubes.Cement:16202=3240gmSand:12602=2520gmPumicestonepowder:1802=360gmWater:9252=1850gmAluminiumpowder:92=18gm

  • Sampleno.6:Sampleof2cubes

    Cement:12962=2592gmSand:10082=2016gmPumicestonepowder:1442=288gmWater:7402=1480gmAluminiumpowder:72=14gm

    Heretheinitialdepthoftopsurfaceofboththecubeswas6cmandthefinaldepthwas0cm.

    Weightofeachcube:2.45kgVolumeofeachcube:15x15x15cm3

    Density:725.92kg/m3

  • Soinall,samplenumbers3,4,5and6werethesuccessfulones.Theyallwerefloatinginwater.

    LIGHTWEIGHTCONCRETEUSINGPUMICESTONE:ThewordPumiceisageneraltermusedforarangeofporousmaterialsproducedduringvolcaniceruptions.Pumicestonecanbeweakandporousorstrongandlessporous.Itswaterabsorptionisashighas55%sinceitisahighlyporousmaterial.Themajorreasonbehindusingpumiceasanaggregateisitsmuchlightweightandcomparativelyhighstrength.

    Pumicestone:light,spongy,highlyporouskindoflavawithavitreoustexture.Pumicehashighsilica&alkaliandlowcalcium&magnesiacontent.Itsspongycellulartextureisaresultofthegasesescapingfromhot

  • lava.Itishavinglowstrengthanditisagoodthermalinsulator,soundinsulatorandfireinsulator.

    TESTSONLIGHTWEIGHTCONCRETEUSINGPUMICESTONEASALIGHTWEIGHTAGGREGATE:Forthisproject,wegotpumicestoneasbigas50mmsize.Sowecrushedittothesizelessthan20mm.Themixdesignforthefirstsamplewasdecidedbasedonstudies.Thenfurthersamplesweremadebychangingsomeproportionsinthepreviousones.

    Sampleno.1:1cubeCement:1.18kgSand:2.63kgPumice:(>10mm):590gm(4.7510mm):910gm(10mm):600gm(4.7510mm):430gm(

  • TheadmixtureusedwasSikaViscocrete5001.Thismadewaterreleasefromcementparticles.

    Afteropeningitwefoundthatitsfinishwasnotgood.Someareasweresmoothandsomewerenot.Itsreasoncameouttobethelargerparticlesofpumicestone.SonexttimeIdidnotuseparticlesbiggerthan10mm.

    Sampleno.3:for3cubesusingaggregateslessthan10mm.Cement:3540gmSand:1800gmPumice(smallerthan10mm):4100gmWater:3400gmAdmixture:21gm

    Thesecubeshadlowdensityandalsosmoothsurface.

    7dayscubetesting:

    S.no,Weightofcube(Kg),Density(Kg/m3),Load(kN)Strength(MPa)1,4.2,1244.44,163.0,7.242,4.4,1303.70,148.4,6.60

    Sampleno.4:Samplefor2cubes.Cement:3540gmSand:2100gmPumice:(4.7510mm):2180gm(

  • architecturalconcrete.Itisagoodinsulatorofheatandsoundandthushasthesameusesasoftheaboveaeratedconcrete.

    REFERENCES1)AmbujaKnowledgeCentreLibrary.AmbujaCementsLtd.2)SamuelGreen,NicholasBrookeandLenMcSaveney.Pumiceaggregateforstructurallightweightandinternallycuredconcretes3)Keertana.B,SiniSaraManiandM.Thenmozhi.Utilizationofecosandandflyashinaeratedconcreteforarichestmixdesign4)HjhKamsiahMohd.Ismail,MohamadShazliFathiandNorpadzlihatunbteManaf.Studyoflightweightconcretebehavior5)HandbookonaeratedconcreteproductsbyPTYLtd6)GiuseppeCampioneandLidiaLaMendola.Behaviorincompressionoflightweightfibrereinforcedconcreteconfinedwithtransversesteelreinforcement(2002)

    ACKOWLEDGEMENTI,DhawalDesai,2ndyearundergraduatestudentofCivilEngineeringdepartment,IndianInstituteofTechnologyBombay,gratefullyacknowledgethesupportandlabfacilityprovidedbyM/sAmbujaCementsLtd.Mumbai,tocarryoutthisprojectworkonLightweightConcreteduringmyinternshipinDec,2011wintervacation.

    Weatengineeringcivil.comarethankfultoErDhawalDesaiforsubmittinghispaperonDevelopmentOfLightWeightConcretetous.Wearehopefulthiswillbeofgreatusetoallthosewhowishtoknowmoreaboutthistopic.