UTILIZATION OF INDUSTRIAL WASTE IN PAVEMENTMr. Atul A. Idate 1,Dr. Mrs. Sushama S. Kulkarni21P.G.Scholar, Department of Civil Engineering, Rajarambapu Institute f !echnolog", Islampur, #aharashtra, In$ia%Director, Rajarambapu Institute f !echnolog", Islampur, #aharashtra, In$iaatul.idate.1989@gmail.comsushama.kulkarni@ritindia.eduABS!A"#Traditionallyaggregate! oil! and! "e#ent$it%#enet"& are%ed'or(a)e#ent"ontr%"tion& T*ee traditional #aterial are $eing e+*a%ti$le in nat%re& ,%antity o' t*ee"on)entional #aterialired%"inggrad%ally& Alo! "oto'e+tra"tinggood-%alityo'traditional#aterial i in"reaing& .on"erned a$o%t t*i! /e are loo0ing 'or alternati)e #aterial 'or (a)e#ent"ontr%"tion! andind%trial /ate#aterial areone%"*"ategory& I' t*ee #aterial "an$e%ita$ly %tili1ed in (a)e#ent "ontr%"tion! t*e di(oal and (oll%tion (ro$le# are red%"ed& Alo'ro# /*i"* *ig*er e"ono#i" ret%rn are (oi$le&Ke$%ords & Nat%ral #aterial, Di(oal.2&INTRODU.TION'o%#a#da$s dis(osal o) di))erent %astes (roduced )rom di))erent Industries is a great (ro*lem.hismaterial causes en+ironmental (ollutioninthenear*$localit$. Inrecent $ears, a((lications o)industrial %astes ha+e *een considered in (a+ement construction %ith great e,tent *$ man$ industriali-edand de+elo(ing countries. he use o) industrial %aste materials in (a+ement making is *ased on technical,ecological, andeconomiccriteria. helacko) con+entional roadmaterialsandthe(rotectiono) theen+ironmentmakeitim(erati+etoin+estigatethe(ossi*leuseo)industrial%astematerialscare)ull$.India is ha+ing a large net%ork o) industries located in di))erent (arts o) the countr$ and man$ more is(lanned )or the near )uture. Se+eral million metric tons industrial %aste materials are (roduced in theseindustrial esta*lishments. I) these industrial %aste materials suita*l$ used in (a+ement construction then(ollution and dis(osal (ro*lem ma$ *e reduced. .*/ecti+eo) thisstud$isto)indthecost e))ecti+eindustrial %astematerial to*eused)orconstruction and re(air o) )le,i*le (a+ement. Also com(are cost and dura*ilit$ o) ne% de+elo(ed material%ith con+entional materials. 3& E4PERIMENTAL DESI5N1. Selection and collection o) industrial %aste materials )rom the near*$ areas.2. esting o) industrial %aste materials according to con+entional test (rocedures and com(arison o)o*tained results %ith standard or acce(ta*le +alues.0. Determine o(timum *inder content *$ Marshall est )rom con+entional materials1. A)ter )inding o(timum *inder content test industrial %aste material )or o(timum *inder content,also com(are the o*tained test +alues %ith the standards or acce(ta*le +alues.2. 3ield a((lication o) industrial %aste materials )or cost and dura*ilit$ com(arison 4. "onclusion and remarks o) industrial %aste materials.6& E4PERIMENTAL STUD786&2 Fo%ndry and8 3oundr$ sand is high 5ualit$ silica sand that is a *$(roduct )rom the (roduction o) *oth )errous andnon)errous metal castings. 3oundr$ sand is *asicall$ )ine aggregate. It can *e used in man$ o) the same%a$s as natural aggregates. In this stud$)oundr$sand is collected )romnear*$area and somecon+entional test are(er)ormedon)oundr$sandtodeterminethe(ro(ertiessuchass(eci)icgra+it$,sie+e anal$sis, moisture content etc. 3ollo%ing ta*le no. 1 sho%s thecom(arison o) o*tained +alues o))oundr$ sand %ith the standard +alues!able &o. 1' comparison of obtaine$ values of foun$r" san$ (ith the stan$ar$ valuesSr& noTet Re%ltStandard)al%e1s(. 6ra+it$# 2.122.2#2.72Sie+e anal$sis8)ineness modulus90.:910.20Moisture content 0.220.2A)tertestingthe)oundr$sandas(erthecon+entional test (rocedures, it isalsonecessar$tocom(aretheresults o*tained%iththestandard+alues or acce(ta*le+alues o) )oundr$sand. hesestandard +alues are taken )rom the )oundr$ sand )acts *$ ;.S De(t. o) trans(ortation. 6&3 9it%#en8Bitumen is a *lack, stick$ and +iscous li5uid, in some natural de(osits. It is also *$#(roduct o) )ractional distillation o) crude (etroleum. he (ro(erties o) *itumen such as (enetration +alue, ductilit$ +alue, so)tening (oint etc. are as )ollo%s!able &o.%' comparison of obtaine$ values of bitumen (ith the stan$ar$ valuesA)ter testing the *itumen as (er the con+entional test (rocedures, it is also necessar$ to com(arethe results o*tained to the standard +alues or acce(ta*le +alues o) *itumen. hese standard +alues aretaken)romthere)erence*ooko) high%a$engg. o) Bess than:.4>0 S(eci)ic gra+it$ 2.77 2.4#2.9A)ter testing the concrete ru**le as (er the con+entional test (rocedures, it is also necessar$ tocom(are the results o*tained to the standard +alues or acce(ta*le +alues o) aggregates. hese standard+alues %eretaken)romthere)erence*ooko) high%a$engg. o) 9Sam(lenoC=t inAir6m=t in=ater gm3lo%+alue8mm9Sta*ilit$Dalue8kg96t ;nit%t8gEcc9> airDoidsD+DMA>D*>D3B>21 1172 7:0 1.2 02: 2.27 2.18 1.12 18.22 11.19 78.122 117: 7:: 1 022 2.22 2.14 1.12 18.4: 11.12 7841 1181 4:2 0.8 042 2.28 2.11 2.:2 2:.11 12.09 72.292 1181 4:4 0.8 041 2.27 2.11 2 2:.0: 12.07 7271 1191 7:: 1 022 2.22 2.11 2.19 21.87 14.08 71.892 1191 7:: 2 021 2.27 2.11 2.27 21.48 14.27 71.8:;&2 Mar*all Sta$ility8Graph &o. 1' ,ariation of #arshall Stabilit" (ith $ifferent bin$er contentIt is o*ser+ed that sta*ilit$ +alue increases %ith increase in *inder content u( to certain *inder content, thensta*ilit$ +alue decreases %ith increase in *inder content. Dariation o) Marshall Sta*ilit$ +alue %ith di))erent *indercontent isgi+enina*o+e)igure. 3romthea*o+eanal$siso)Marshall Sta*ilit$+alueo(timum*indercontentselected as 4>.;&3 Mar*all Flo/ Val%e 9Sam(lenoC=t inAir6m=t in=ater gm3lo%+alue8mm9Sta*ilit$Dalue8kg96t ;nit%t8gEcc9> airDoidsD+DMA>D*>D3B>41 1181 7:1 2 172 2.24 2.12 1.12 2:.:8 12.1: 78.182 1184 7:2 2 18: 2.27 2.11 0.12 18.1: 12.09 77.2:0 119: 7:: 1 142 2.19 2.12 2.:: 17.09 12.09 78.123rom a*o+e ta*le and )rom test results, the gra(hs are (lotted )or sta*ilit$, )lo% +alue, air +oids,+oids )illed %ith *itumen. 3rom that mi, characteristics are determined.;&6 Mar*all Sta$ility86ra(h sho%s the Marshall Sta*ilit$ +alue )or three sam(les (re(ared %ith concrete ru**le and)oundr$ sand as total re(lacement in *ituminous mi,.It is o*ser+ed that sta*ilit$ +alue increases %ithincrease *inder content u( to certain *inder content, then sta*ilit$ +alue decreases %ith increase in *indercontent.. As thesta*ilit$+alueincreases resistanceo) the*ituminous mi,tothede)ormationalsoincreases, so ultimatel$ it reduces the stress %hich causes strain de(ends u(on the )ield conditionsGraph &o. )' ,ariation of Stabilit" (ith total replacement of in$ustrial (astes.;&:Mar*all Flo/ Val%e .@ FIELD APPLI.ATIONS83or )ieldtest o) 1:s5.mt areat%osites areselected. his )ieldtest (atchis made%herecon+entional as %ell as industrial %astes *oth are used. hatMs %h$ the ne% road construction site %asselected is at 'arsigh(ur, al# =al%a. Dist# Sangli.-ig. no. 1' bitumen sprea$ingA DURA9ILIT7 .OMPARISION8A)ter )ielda((licationne,t ste(istoe,tract thesam(le%ithhel(o) sam(lee,tractor andtest thee,tracted sam(les in the Marshall test. 3ollo%ing ta*le sho%s the acce(ta*le +alues o) Marshall est.!ableno. / ' acceptable #arshall !est.Sr&no& De"ri(tion A""e(ta$le)al%e1 Sta*ilit$ 01: kg2 3lo% +alue 1#120 Air Doids 0#21 Doid )illed *itumen 72#82A&2 For "on)entional #aterial8he sam(le is e,tracted )rom the (a+ement %hich is constructed %ith con+entional material. A)terthat the sam(le is tested according to Marshall est in Marshall A((aratus. 3ollo%ing are the test resultsMarshall test )or con+entional mi,. !able no. 0 ' Results of #arshall test for conventional materialsSam(lenoC=t inAir6m=t in=atergm3lo%+alue8mm9Sta*ilit$Dalue8kg9> airDoidsD+D3B>1 1191 7:: 1 022 2.19 71.892 1191 7:: 2 021 2.27 71.8:0 1192 7:: 1 020 2.2: 71.82A&3 For ind%trial /ate8Ferealsosam(leo)industrial %astematerial ise,tracted)rom(a+ement. 3ollo%ingarethetestresults Marshall test )or industrial %aste mi,.!able no. 1 ' Results of #arshall test for in$ustrial (astesSam(lenoC=t inAir6m=tin=atergm3lo%+alue8mm9Sta*ilit$Dalue8kg9>airDoidsD+D3B>1 1181 4:2 0.8 042 2.:2 72.292 1181 4:4 0.8 041 2 720 1182 4:2 1 04: 2.:2 72.1:he a*o+e ta*le sho%s the (arameters and their acce(ta*le +alues. All the materials are ha+ingtest results according to the a*o+e standards. B .OST .OMPARISONS8B&2 ,%antitie o' #aterial8"onsidering )or 1: m2 areaCDolume o) (a+ement G 1 H 2.2 H :.22:G 2.2 cu.mt.Nuantit$ o) aggregates G :.72 H 2.2 G 1.872 cu.mt.Nuantit$ o) )iller G :.19 H 2.2G :.172 cu.mt.12.12 kg *itumen used (er m0, )or 2.2 m0 o) aggregatesG 07.8 kg *itumen is re5uired,B&3 .ot 'or "on)entional Mi+ and ind%trial /ate #aterial!able no. 23cost comparison of in$ustrial (astes an$ conventional materials.De& ,ty Rate TotalAggregate 1.872cu.mt78:Ecu.mt1142.2:3iller :.172cu.mt122Ecu.mt2:1.872Bitumen 07.8kg 17E kg 1774.4:otal 001:.97De& ,ty Rate TotalAggregate 1.872cu.mt78:Ecu.mt1:0.123iller :.172cu.mt18:Ecu.mt82.2Bitumen 07.8kg 17E kg 1774.4:otal 2242.22here)ore sa+ing in cost (er1: m2 is !s.1:72.72 *$ using construction %aste and )oundr$ sand re(lacement)or )ine aggregates in *ituminous mi,. So cost sa+ing )or 1 km length single lane road in !s. 1, 0:,:::. hus there is02> cost sa+ing %ith industrial %astes as a re(lacement )or con+entional materials.2C& .ON.LUSIONS81. 3rom the result and anal$sis o) +arious (ro(erties o) concrete ru**le and )oundr$ sand it is )oundthat these industrial %aste materials can *e used as a re(lacement )or con+entional materials in*ituminous mi,.2. Bituminous mi,es (re(ared %ith concrete ru**le and )oundr$ sand gi+es the Marshall Sta*ilit$a+g. +alueas172kg8)orc$lindrical mouldo)1:1.4mmdiameterand40.2mmheight9andcon+entional material gi+es sta*ilit$ +alues 04: kg. So industrial %astes are ha+ing 112 kg moreMarshall Sta*ilit$+alue as com(are tocon+entional mi,es. As the sta*ilit$+alue increasesresistance o) the *ituminous mi, to the de)ormation also increases, so ultimatel$ it reduces thestress %hich causes strain de(ends u(on the )ield conditions.0. hesam(le(re(ared%ithconcreteru**leand)oundr$sandgi+estheair+oidsresultsranges*et%een 0#2, %hich are acce(ta*le. As the +oids are minimi-ed, the resulting strength (ro(ert$ o)*ituminous mi,es im(ro+e, also %e can achie+e ma,imum densit$ %ith lesser no. o) +oids.1. he sam(le (re(ared %ith concrete ru**le and )oundr$ sand gi+es the )lo% +alue results ranges*et%een 1#12, %hich are acce(ta*le +alues. As the )lo%+alue comes at minimumrange,de)ormation o) *ituminous mi, reduced.2. Sa+ingincost(er1m2is!s.1:9*$usingconcreteru**leand)oundr$sandre(lacement)orcon+entional materials in *ituminous mi,. So cost sa+ing )or 1 km length single lane road in !s. 1,0:,:::. hus there is 02> cost sa+ing %ith industrial %astes as a re(lacement )or con+entionalmaterials.4. 3romtheo+erallcoste))ecti+enessi.e. costo)material, la*or,ande5ui(mentthethro#and#rollmethod is more e))ecti+e )or (a+ement maintenance.7. 3rom the result and anal$sis o) +arious (ro(erties o) concrete ru**le and )oundr$ sand it is )oundthat use o) these industrial %astes in (a+ement construction is economical and e))icient rather thancon+entional materials. Also the 5ualities o) these industrial %astes are good as com(ared to thecon+entional materials.22 A.DNOWLED5EMENTSI am +er$ thank)ul to Dr& Mr& S& S& D%l0arniand Dr& S& S& Sant(%r andMr& D& S& Patil)or their+alua*le suggestions, critical e,amination o) %ork during the (rogress, I am inde*ted to them.In addition, +er$ energetic and com(etiti+e atmos(here o) the .i)il Engineering De(art#enthadmuch to do %ith this %ork. I ackno%ledge %ith thanks to )acult$, teaching and non#teaching sta)) o) thede(artment, .entral li$rary and "olleagues.23 REFEREN.ES8 Dr D S D ?rasad,Dr. 6 D ! ?rasada!a/uand M An/an Kumar 8