A Review Paper on Study & Behavior of Rice Husk Ash In Concrete

International Research Journal of Engineering and Technology (IRJET)

Volume: 09 Issue: 04 | Apr 2022 www.irjet.net

e ISSN: 2395 0056

p ISSN: 2395 0072

A Review Paper on Study & Behavior of Rice Husk Ash In Concrete

Rahul jaglan1 , Ankit Mahajan2

1PG Student, Department of Civil Engineering, Chandigarh University, Mohali, Punjab, India

2Assistant Professor, Department of Civil Engineering, Chandigarh University, Mohali, Punjab, India

***

Abstract - Strongmaterialisanimportantaspectindeterminingthedurabilityofastructure. ThepremisethatIndiaisa developingeconomywithaMegastructureandranksamongthelargestandmost powerfulnations.Thematerialselected shouldberobustenoughtosupportastrongconstruction.Whataboutiftheconcreteutilizedhasagoodhardnessandwecan alsopreservethestuffand makeitefficientandenvironmentally?

Thatisasuperioroptionformakingtheconstructioneco friendly,anditalsouseslessmaterial.Themajorgoaloftheinitiative istoaccelerateinfrastructureupgradingthroughtheuseofHighStrengthConcrete.Oneofthekeyadvantagesoftheprojectis that wecouldusethe wasteproduct generated during farming tostrengthen thestrength ofthe material anduseit inthe constructionofmegastructures.

RH Ash possessed by Pozzolanic houses is a way ahead. prospect of utilizing R H Ash as a building substance should be examined.ThreelevelsofusualOPCinspecific;thirty three,forty three,&fifty threearrangedbytheBISareoftenregisteredin theadvancedendeavor.inthisarticlestudyhasbeendoneontheeffectofconcreteofgrade1(33)what happenwhenwe replace it with R H Ash (created at different different temperature or controlled & uncontrolled burn). shriveling energy, abatement,andpermanenceofconcretehadbeenessentiallycontemplated.forgreatcompressivestrength&durabilityfromthe study,20percentsubstitutionofordinaryportlandcementbycontrolburnR HAshiswell.

Keywords Concrete,R hash,Compressivestrength

INTRODUCTION

Becauseofrisingenvironmentalconcernsandtheneedtopreserveresources&energy,attemptshavebeenundertakentoburn thehuskataregulatedtemperature&atmosphere,andtousetheashcreatedAsanadditionalcementingingredient

R hisaresidueofricemilling.Itmightbethemostsignificantwasteitemintheagriculturalbusiness.

R hashisproducedbythecombustionorburinngofR h.R HAshisprimarilysilicawithinabsenceofantioraluminosilicate, withtracelevelsofinorganiccompounds.ThecombustionofR HAshinairinvariablyresultsinthegenerationofsilicaash, whichrangesinappearancefromgreytowhite,aswellastraceamountsofchemicalelementsoxides.Inactuality,thesortofash producedvariesgreatlydependingontheburningprocedure. Amorphous ashis generatedattemperatures rangingfrom650to 800°C, whilecrystallisationoccursathighertemperatures.

PozzolansderivedfromagriculturalandmanufacturingbyproductslikeasflyashandR HAsharegainingpopularitysincethey havealsobeenshowntotypicallyimprovedproductofblendcementmortarwhilecuttingthecost&adverseenvironmental consequences.

ThisresearchassessestheinfluenceofdifferentfiretemperaturesonthecharacteristicsofR HASH,whichhasreceivedlittle attentionintheliterature.

R-h ash-

Riceharvestingintheglobeisroughly503.17millionmetrictonnesin2021/2020,andthisfigureisgrowingasthepopulationof theplanetandriceconsumptionrisesslowlybutsurely.RicemillinggeneratesRh,thatis awasteproduct.Rhis producedatarate of20%byweightofthericethatisprocessed.Themajorityofthehuskisburntordiscarded.Priorto70's,R HAshwasoften formedbyuncontrolledburning,andtheresultingashwasusuallycrystalline&also hadbadpozzolanicproperties.Dueto growingenvironmentalconcernsandtherequirementtoconserveenergyandresources,effortshavebeenmadetoburnthe huskatacontrolledtemperatureandatmosphere,andtoutilizetheashsoproducedasasupplementarycementingmaterial. Workability, strength,anddurabilityarethethreebasicproperties ofconcrete.

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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056

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R hashisproducedbytheburningorcombustionofricehulls.Thisashhastheabilitytobeasourceofcrystallinereactive silica,whichhasawiderangeofusesinmaterialsresearch.ThemajorityoftheashisutilisedinthemanufactureofPortland cement.whenentirelyburned,ashcanhaveaBlainenumberofupto3,600,whichishigherthantheBlainenumberof cementindicatingthatitisfinerthancement.Silicaisthemainingredientofsand,whichisutilisedinplasterandconcrete workwithcement.Thisfinesilicawillproduceadenseconcrete.Theashisalsoanexcellentheatinsulator.

InpaddyregionsfromtheFarEast,suchasAsiancountries,R hashhastraditionallybeenutilisedinpotteryglazes.R HAsh hasavarietyofpotentialapplications,includingabsorbentmaterialsforoilsandsolvents,soilameliorants,siliconsources, insulationpowderinsteelmills,removers inthe typeof"bicarbonateofsoda"releaseagents inthe potterysector,and insulators.Thismaterialcanalsobeusedasacocatalystinmorespecificapplications.GoodyeardisclosedintentionstouseR hashasatyreadditivesource.RicehusknotonlyusedinConcreteitisalsoused intoothpaste,Ricebranoil,brewing, fertilizers,pillowstuffing&geopolymer.

LITERATURE REVIEW

1. Satish H. Sathawanea(2013) ThisstudyexaminestheimpactofR hash onthebehaviorofhighstrength concrete.ThisR hashcontains30%R hashasapartialsubstituteforOPC.BecauseofR HASH'slowspecificgravity, ithasalowermassperunitvolume,whichminimisesthedeadloadonthestructure.Thecombinationof22.5percent fly ash and 7.5 percent R h ash yielded the highest 28 day flexural strength. The workability of concrete was discoveredtodeclinewhenR HASHinconcreteincreased.

2. C.Marthong (2012) conducted an experiment on the use of R h ash is a byproduct for cement It was discoveredthattheuseofR hashtoconcreteprovidesearlystrengthenhancement.However,strengthgaingrowth wasshowntobearound50 60%ofits28 daystrength.Concretespecimensstrengthrisesasthecementgraderises. R HASH 33gradesOPCacquirestrengthataslowerratethangrades43and53.However,theresearchrecommended usingR HASHasapartialsubstituteforcementlimitedtoatotalof10%bycapacityinallcementgrades.Yet,because R Hashislessexpensivethancement,itisconsideredeconomicalwhilealsoprovidingadequatestrengthtoconcrete.

3. V Chanakya Varma (2015) TheycarriedoutanexperimentalstudyonR HAshwithOptimalAmountof ReplacementForcement.Thecompressivestrengthsofconcrete havesurpassedthetargetmeanstrength.Becauseof thestrongpozzolanicactivity,asubstitutionlevelof6%R HAshinconcreteperformsanddemonstratessuperior strengththanothersubstitutes.

4. GhassanAbood Habeeb (2010) conductedresearchonthecharacteristicsofR hashanditsapplicationasa cementsubstituteThestrengthofconcreteoftheconcretemixtureswith10%R HAshhasbeengreatlyboosted,and cementmaybeusedtoreplaceupto20%oftheR HASHwithoutimpactingthestrength.Raisingthefinenessofthe R HAshimprovesthestrengthoftheblendedconcrete.Tomaintaintheappropriateworkability,thesuperplasticizer dosehastoberaisedalongwiththeR HASHfinenessandcontent.

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5. N Kaarthik Krishna1 (2016) ThisstudywascarriedoutinordertodeterminetheviabilityofemployingR h ashasasubstituteforcement.ThechemicalstudyofR HASHrevealedthatitcontainsabout80%silica.Hardened characteristics such as compressive strength, split tensile strength,and flexural strength were assessed. A water absorptioninvestigationwascarriedouttodeterminetheeffectivenessofthesampleintermsofwaterabsorption. Accordingtotheresultsoftheexperimentalinquiry,thebestreplacementofR hashincementwascloseto10%in termofstrengthanddurability.

6. S.G.Makarande2(2013) Duringtheirinvestigation, theydiscovered When12.5percentofthecementin thematrixisreplacedwithr hash,thecementuseandexpensesarereduced.Attheageof90days,itcanalsoincrease thequalityofconcrete.Theresultsshowthatpozzolanicreactionsofr hashinthecompositematerialswerelowat earlyages,butbyageingthespecimensto90 days,asignificanteffectinstrengthhasbeenseen.Theadditionof pozzolansliker hashtotheconcretecanimprovethemechanicalpropertiesofspecimens

7. Rishabh Kashyap1 (2013) Inthisstudy,OPCsubstitutionwithR HAshleadsina7to10%decreaseinthe priceofconcretemanufacture.

R H Ash replacement of OPC is environmentally benign owing to waste utilisation (R HAshisessentiallyawaste generatedfromaricemill)andcementsubstitution.

8. Syed Mehdi Abbas1 (2015) underthatstudy AtallcementsubstitutelevelsofR hash,therateofcompressivestrengthgrowthupto28daysislessthanthatof concretewith0%R HAshcontent,howevertherateofearlystrengthsteadilyrisesafter28daysupto56daysinthe caseofR HAshconcretemixtures.Thecompressivestrengthofconcretewith10%substitutionwas foundtobe greaterthanthecompressivestrengthofconcretewithotherdegreesofreplacement.(Forexample,0percent,5%,and 15%).Accordingtothestudy,substitutingOPCby10%PFAwithR HASHwhilemaintainingtotalbinderpercentage sameimprovesconcretecompressivestrength.

9. Patel J. M. (2019) Thepurposeofthisstudywastodeterminetheinfluenceofpolypropylenefibreonhigh strengthconcrete.Thequantitiesofflyashandpolypropylenefibreintheconcretemixenhancedthecompressive strength.Polypropylenefibrecanbe usedinconjunctionwithadmixturesand superplasticizerstoincreasethe strength of concrete while replacing a portion of the cement. The workability of concrete reduced asthe proportionofpolypropyleneinthemixincreased.Longlengthsofpolypropylenefibreproducedgoodsplittensile strengthfindings.

10. Siddharth Talsania(2017) Inthisstudy,itwasdiscoveredthattheW/Cratioincreasesthecompressive andflexuralstrengthofperviousconcrete.Thecompressivestrengthofpreviousconcreterisesupto10%when cementisreplacedwithR HASH,afterwhichitbeginstodeteriorate.Theflexuralstrengthofperviousconcreterises up to 10% substitution of cement with R H ASH, after which it begins to deteriorate. It is a potential alternate approachforthesafedisposalofR HASH.

11. Aboshio (2009) R HASHASInterbreedingINCONCRETEisthesubjectofthisstudy.Theworkabilityof concreterisesasR HASHisadded,andit'swithinthespecificationlimit.Withaddition,thecompressivestrengthof class 20and30concretecuredinwaterincreased.

12. Akshay Satish More (2014) conductedanexperimentalinvestigationontheapplicabilityofburntclay bricksmadefromflyashandR hashWhencomparedtoregularclaybricks,thebrickwithR hashasanadditive demonstratedreducedcompressivestrengthandalargerproportionofwaterabsorption.Furthermore,themargins wereobservedtobeunevenincharacteratincreasingpercentagesofR hash.Asaresult, R hashshouldnotbe utilised as an additive with clay bricks. The bricks with equal quantities of fly ash and R h ash as admixtures exhibitedaslightincreaseinstrengthforgreaterpercentagesofadmixture.

13. Jnana Sangama (2013) conductedresearchontheSTRENGTHOFCORRUGATEDROOFINGELEMENTS REINFORCEDWITHSILKFIBERANDRICEHUSKASH

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TheidealdegreeofOPCreplacementwithR HASHis20%.Amongall otherreplacements,specimenswith10% R H ASHappeartobethemostefficient,withthemaximumcompressivestrength.BecauseR hashwastefrombrick burningplacesispozzolonic,itmaybeusedtomakemasonryblocks.Furthermore,R HASH basedsandcementframes canmakelivingspacesmorethermallycomfythansandcementblockswithasatisfactorylevelofstrength,andR HASH basedsandcementblockswitha20percentR HASHcontentarebestsuitedforinternalwallsduetotheirsignificant waterabsorbentbehaviour.Becauseofitshighinsulation,roofingtilesareparticularlysuitableforhotclimates.

14. Mr. Satish Deoraoji Kene (2020) conductedstudyontheuseofflyash,R hash,andplasticwastein paverblocksFollowingstudy,itwasdiscoveredthattheneedforcertaininnovativepaverblocksproducedfromthe threeprimarywastematerialscreatedinmanufacturingandlivestockareas,namelyplastic,flyash,andricehuskash. Thesuggestedpaverblockisalsoprojectedtobemorecosteffectivethancementconcretepaverblock strength becausewewillemployzerotransactionwasteplastic,flyash,andR hash. Inthesuggestedpaverblock,lightweightwastematerialssuchasplasticandR hashareusedtoreplaceheavy cementmaterial,resultinginlightweight,easilyportablepaverblocks.

15. Vashisht Patil (2020) conductedresearchonthe partiallyreplacingcementwithR hashincementconcreteThe compressive strength of ordinary concrete at 28 days is 27.75 MPa, while 15 percent R h ash concrete has a compressivestrengthof32.78MPa,representinga15.34percentincreaseovernormalconcrete.Becausethestrength ofotherpercentagesofR HASHislessthan20MPa,theidealpercentageofR HASHis15%.

Thesplittensilestrengthofconventionalconcreteafter28daysis1.526MPa,whilethatof15%R hashconcreteis 1.697MPa.Itdemonstratesa24.41percentimprovementoverstandardconcrete.R hashshouldbeusedatarateof 15%.Finally,basedontheexperimentalresults,wedeterminedthata15%replacementofR hashwithcementin cementconcreteisapositivereplacement.

CONCLUSION



ConcreteCompressionstrengthincreasesbypartialreplacementofRicehuskashin

Wastericehuskisusedinmakinggoodstrengthconcrete.

ByutilisingR hash,wewillcreateeco friendlyenvironment.

Silica fume increases mechanical properties such as Compression strength, split tensile strengthandFlexuralstrengthbutitsomehowslightlyaffectstheworkabilityofconcrete.

ControlledburnRicehuskashgavebetterstrengththantheremainingones..

REFRENCES

[1] Satish H. Sathawanea “effectofuseofRicehuskashonperformanceofhighstrength concrete:Areview”,JournalofBuildingEngineering,2013.

[2] C.Marthong “R husk ash as partial replacement of cement”, International Journal of AdvanceResearch,IdeasandInnovationInTechnology(IJARIIT,2012’

[3] V Chanakya Varma “RiceHuskAshforOptimumLevelofReplacementofCement”, JournalofWasteandSupplementaryCementitiousMaterialsinConcrete,2015.

[4] Ghassan Abood Habeeb, “PropertiesofRiceHuskAshandItsUseasCement ReplacementMaterial”,El CezeriJournalofScience&Engineering,2010

[5] N Kaarthik Krishna1 (2016), “suitabilityofusingRice husk ashasa replacement of cementpartially”,El CezeriJournalofScience&Engineering,2016

[6] S.G.Makarande2 “rice husk ash in matrix causes reduction in utilization ofcement”, JournalofMaterialTodayProceeding, 2013.

[7] Rishabh Kashyap1 “Ordinary pozzlana cement”, Journal of Material Today: Proceedings,2013.

© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified

International Research Journal of Engineering and Technology (IRJET)

Volume: 09 Issue: 04 | Apr 2022 www.irjet.net

e ISSN: 2395 0056

p ISSN: 2395 0072

[8] Syed Mehdi Abbas1 “Partially cement replacement at all levels of RHA”,Journalof ConstructionandBuildingMaterial,(2015)

[9] Patel J. M., “effect of polypropylene fibre on high strength concrete”, Journal of EnvironmentalNanotechnology(2019)

BIOGRAPHIES

1. Rahul jaglan M.E.(Structure engineering), Department of CivilEngineeringChandigarhUniversity,Mohali,Punjab,India

2. AnkitMahajan,AssistantProfessor,DepartmentofCivilEngineering

Chandigarh University,Mohali,Punjab,India

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