EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF FINE AND .
International Journal of Civil Engineering and Technology (IJCIET)Volume 8, Issue 10, October 2017, pp. 1521–1525, Article ID: IJCIET 08 10 153Available online at e IJCIET&VType 8&IType 10ISSN Print: 0976-6308 and ISSN Online: 0976-6316 IAEME PublicationScopus IndexedEXPERIMENTAL STUDY ON PARTIALREPLACEMENT OF FINE AND COARSEAGGREGATE WITH WASTE GLASSD RajithaCivil Engineering, CMR College of Engineering & Technology, MedhchalV SrinivasCivil Engineering, CMR College of Engineering & Technology, MedhchalM Zoheb NawazCivil Engineering, CMR College of Engineering & Technology, MedhchalABSTRACTGlass is a perfect material for reusing. The expanding familiarity with glassreusing speeds up examinations on the utilization of waste glass with variousstructures in different fields. One of its critical commitments is to the constructionfield where the waste glass was reused for concrete production. The use of glassin structural concrete still needs change. Research facility tests were directed toadditionally investigate the utilization of waste glass as fine total and coarsetotals substitution in concrete. The examination showed that 5% Waste glass canviably be utilized as fine aggregate and coarse aggregate substitution withoutgenerous change in quality.Key words: Waste glass, fine aggregate, coarse aggregate, compressive strength,concrete.Cite this Article: D Rajitha, V Srinivas and M Zoheb Nawaz, Experimental Study onPartial Replacement of Fine and Coarse Aggregate with Waste Glass. InternationalJournal of Civil Engineering and Technology, 8(10), 2017, pp. ?JType IJCIET&VType 8&IType 101. INTRODUCTIONThe sustainability of concrete industry is under threat owing to the continuousconsumption of natural resources. Natural resources of making concrete or ingredients ofconcrete are limited in quantity and if used at the current pace in concrete industry,concrete may have to be discard at some point of time as a construction material leadingto havoc. In order to make efficient use of natural resources in the concrete industry, it isa necessary option to use the waste materials as constituents of concrete. This will notonly ensure sustainability of concrete industry, but will reduce production cost ofconcrete and finally be environment friendly. Waste material generation is 21editor@iaeme.com
Experimental Study on Partial Replacement of Fine and Coarse Aggregate with Waste Glasswith disposal problem and hazardous effects on environment. Moreover, most of thewaste materials have no use. Some wastes are non-biodegradable thus occupyingpermanent land area in today’s world when land is so much insufficient that people areplanning to reside on moon. If such waste materials are utilized in concrete industry asingredient of concrete after assessing their performance, it will be extremely beneficial inmaking concrete industry sustainable, utilizing idle waste materials and renderingconcrete production economical. Some such waste materials which could be used inconcrete as aggregates are Recycled aggregate, Rubber tyre, Waste glass, Ceramic waste,PET bottle waste etc.Using waste glass (gathered from colored soda bottles) as partial replacement to coarseaggregate (with proportion up to 60%) did not have a significant effect upon the workabilityof the concrete and only slight reduction of its strength was observed [1]. The replacement ofaggregate by glass at level of 20% by weight has a significant effect on the compressivestrength of the concrete as compared with the control sample due to the nature of coarse glass[2]. colored glass as coarse and fine aggregates in order to achieve a high performance andaesthetic level of concrete. It was proved that high compressive strength concrete with thevalue above 40MPa can be obtained by using colored glass as aggregates beside othermaterials as partial replacement of cement [3]. It was reported that the optimum value ofcoarse waste glass to be used within the concrete mix with a water-cement ratio of 0.4 asabout 0.265 [4].Water/cement ratio equal to 0.5, showed that using Waste Glass resulted in decreasing theslump and fresh density due to angular grain shape, whereas the compressive, splitting, andflexural strengths noticeably enhanced [5]. the mix(40:40:20)having the balanced ratio ofglass beads and round marbles possess maximum compressive strength which is 3889 psi, asglass beads perform better in bond formation but have lower strength, on the other handmarbles are strong in themselves but not good in bonding [6]. Recycled Concrete Aggregate(30%) Crushed Glass (20%) can be used as a partial replacement for coarse aggregate as itprovides high compressive and tensile strength [7]. It was found that maximum increase incompressive strength occurred for the concrete mix containing 10% waste glass as fineaggregate [8].2. MIX PROPORTIONSTable 1 Mix .4923.2980.50.50.50.5GLASSPOWDER 880.5823. RESULTSIt is clear that, as expected, the density of concrete with waste glass decreases withincreasing percentages of waste glass due to the difference between density of wasteglass and natural fine aggregate and coarse aggregate. The density for control mix ofM20 grade of concrete have been 2821 & 2462 tor@iaeme.com
D Rajitha, V Srinivas and M Zoheb NawazIn M20 grade concrete, Wet density ranged from 2700-2216Kg/m³ Dry densityranged from 2451-2100Kg/m³.It can be observed that, density of concrete decreased with the use of waste glass dueto the difference between density of waste glass and natural fine aggregate and coarseaggregate.Table 2 Compressive test result for M20 (1:1.5:3) MixesS.NO % REPLACEMENT1234051015COMPRESSIVE STRENGTH(N/mm2)3 DAYS14DAYS28 425.638.7Table 3 Flexural test result for M20 (1:1.5:3) MixesS.NO% REPLACEMENT12340%5%10%15%FLEXURALSTRENGTH (N/mm2)3 DAYS 14 DAYS 28 2.16Figure 1 Flexural Strength of Different percentage of or@iaeme.com
Compressive Strength N/mm2Experimental Study on Partial Replacement of Fine and Coarse Aggregate with Waste Glass504540353025201510503 DAYS14DAYS28 DAYS051015Percentage of GlassFigure 2 Compressive Strength of Different percentage of glass4. CONCLUSIONSBased on study conducted on waste glass concrete in which fine aggregate and coarseaggregate is replaced with waste glass in different proportions of 5%, 10% and 15% forM20 grade concrete, the compressive strength of the concrete increases up to 5% byreplacement of glass and then gradually decreases with increase of glass content.REFERENCES[1]Malik, I. M., Ahmad, S., Tariq, T., Bashir, M. and Chowdhary, U. (2015) “Prospect ofpartial utilization of waste glass powder and waste paper sludge ash in concrete”,International Journal of Civil Engineering and Technology, Vol.6, No.9, 160-174.[2]Biver, N. B., Kumar, D. M., Babu, D. P. and Sathish kumar, V. (2016) “Experimentalstudies on RC beam by partial replacement of coarse aggregate by crushed wasteglass and RCA”, International Journal of Research and Reviews in Applied Sciencesand Engineering, Vol.8, No.2, 320-335.[3]Srivastav, A. K. (2016) “Partial replacement of fine aggregates by using waste glass”,International Journal of New Innovations in Engineering and Technology, Vol.4,No.3, 7-11.[4]Topçu, B. I., and Canbaz, M. (2004) “Properties of concrete containing waste glass”,Cement and Concrete Research, Vol.34, No.2, 267–274.[5]Hong, L., Huiying, Z., and Ewan, A. B. (2007) “Use of waste glass as aggregate inconcrete”, UK Chinese Association of Resources and Environment, 7th UK careAnnual General Meeting, Greenwich.[6]Keryou, B. A. and Ibrahim, J. G. (2016) “Effect of using windows waste glass as fineaggregate on some properties of concrete”, Tikrit Journal of Engineering Sciences,Vol.23, No.3, 47-54.[7]Dr. Professor Narayan (2013), “Investigation of the potential of using waste glassgenerated”, American Journal of Engnieering Research, Vol-2, 24editor@iaeme.com
D Rajitha, V Srinivas and M Zoheb Nawaz[8]A.V.S.Sai Kumar, M.T.Nageswararao, “experimental study on use of crushed stonedust and marble sludge powder as replacement to natural sand in self-compactionconcrete” ISSN: 2277-9655 (I2OR), IJESRT August, 2015[9]Ch. Devi, M.S. Saandeepya and R. Vimala, Improving The Quality of TraditionalConcrete by Utilizing Flyash and Waste Glass Powder with Added Substance NylonFiber, International Journal of Civil Engineering and Technology, 8(7), 2017, pp.274–282.[10]Rahul Roy and Pratyush Kumar . Study and Experiment Analysis of the Feasibility ofPartial Replacement of Industrial Waste Glass Powder as Cement in Self CompactingConcrete. International Journal of Civil Engineering and Technology , 8(6 ), 2017, tor@iaeme.com
EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF FINE AND COARSE AGGREGATE WITH WASTE GLASS D Rajitha Civil Engineering, CMR College of Engineering & Technology, Medhchal V Srinivas Civil Engineering, CMR College of Engineering & Technology, Medhchal M Zoheb Nawaz Civil Engineering, CMR College of Engineering & Technology, Medhchal ABSTRACT
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EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF COARSE AGGREGATE BY SEASHELL & PARTIAL REPLACEMENT OF CEMENT BY FLYASH www.ijlret.com 70 Page 42.5% periwinkle shells inclusion can still give the minimum 28-day cube strength values of 21 N/mm2 and 15 N/mm2 expected for concrete mixes 1:2:4 and 1:3:6, respectively. .
EXPERIMENTAL STUDY ON EFFECT OF SILICA SAND AS PARTIAL FINE AGGREGATES REPLACEMENT IN EPOXY POLYMER CEMENT CONCRETE . 2.8 Silica Sand as Partial Replacement for Fine Aggregates Replacement in Polymer Cement Concrete 16 2.8.1 Materials and mix proportion in the experiment conducted 17
tensive experimental study we have conducted to compare the performance of our partial replacement and the alternative total replacement strategies in a variety of scenarios. The results show that in most cases especially when the cache size is medium, the partial replacement strategy outperforms the total replacement strat-
Experimental Study on Partial Replacement of Cement by Flyash and GGBS Syed Asif Ali1 Professor Shaik Abdullah2 1P.G Student (Structural Engineering) 2Professor 1,2Department of Civil Engineering 1,2K.B.N Engineering College, Gulbarga, Karnataka, India Abstract— This paper presents a laboratory investigation on
Experimental Study on Partial Replacement of Cement with Egg Shell Powder Praveen Kumar R Post Graduate Student, Department of Civil Engineering, Prist University, Trichy-Thanjavur Highway,Vallam, Thanjavur - 613 403 Vijaya Sarathy.R Assistant Professor, Department of Civil Engineering, Prist University,
investigated in this study is M35 grade concrete with partial replacement of cement by silica fume of 0, 5, 10, 15 and 20%. This paper presents a detailed experimental study on characteristics of concrete like compressive strength, split tensile strength, flexural strength at age of 7 days and 28 days.
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