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IRJET- A Experimental Investigation on Concrete Containing GGBFS with Kota Stone and Marble Stone Powder
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IRJET- A Experimental Investigation on Concrete Containing GGBFS with Kota Stone and Marble Stone Powder
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 525 A Experimental Investigation on Concrete Containing GGBFS with Kota Stone and Marble Stone Powder Nakul Khandelwal1 Ankit Moond2, Sayed Imran Ali3 1,2M.tech Scholar Dept. of Civil Engineering, Arya College of Engineering and Research Centre, Jaipur, Rajasthan, 3Assistant Professor, Dept. of Civil Engineering, Arya College of Engineering and Research Centre, Jaipur, Rajasthan, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract -In recent years, some investigations are reported on Ground-granulated blast-furnace slag and stone based powder individually. The study reported in the report presents experimental work on combined use of Ground-granulated blast-furnace slag and Kota stone powder and with Ground- granulated blast-furnace slag and Marble stone powder in concrete and showing the comparison at various replacement levels and at various ages. The objective of the present study is to determine strength parameters of the concrete containing GGBFS with Kota stone powder and Marble stone powder. The experimental program consists of preparing concrete mixes with GGBFS as a partial replacement of cement (30% & 40%) and Kota stone powder partially replaced with sand (10% & 15%). The performance of the concrete mixes for compressive strength at various ages, flexural strength and split tensile strength was investigated. Key Words: GGBFS, Kota stone powder, Marblestonepowder, Compressive strength, Flexural strength. 1. INTRODUCTION The main aim of present study is to reduce the natural resources consumption and to reduce the burden of pollutants on environment. According to the survey, during the production of 1 ton of cement emitted1tonofcarbon die oxide approximately, accordingtopresentscenarioofworld, the infrastructure spread very fast hence the requirement of cement and other construction materials also increases. Cement and natural sand are the most rapid increasing construction material. To overcome with this problem we have to find out Civil Engineering solutions hence use the materials which having properties similar to cement. The study reported in the report used GGBFSasa supplementary cementitious material and used in place of cement partially with different proportions. Factors like Economy and environment plays an essential role in the supplementary cementitious material usage and also helpful to enhance engineering and performance properties. In concrete production, another important factor is excessive sand mining which is objectionable. The available sourcesofsand are getting exhausted; so the alternative of fineaggregates is required partially or completely but without compromising concrete quality. Waste stone in powdered form such as marble and kota stone are such material that can be used as a replacing material for fine aggregate. The focus of the study is to investigate the combined behaviour of GGBFS and mixture of Kota stone powder and Marble powder in concrete. M 40 Grade of concrete for the study has been picked, 2. Raw Materials Characteristics Marble stone is a metamorphic type rock which is composed of re-crystallized carbonate minerals, calcite or dolomite is the common minerals. The formation of marble is basically due to the metamorphism action on limestone. Limestone is subjected to the heat and pressure of metamorphism; it is composed primarily of the mineral calcite (CaCO3) and usually contains other minerals, such as clay minerals, micas, quartz, pyrite,ironoxides,andgraphite GGBFS is obtained by quenching molten iron slag from a blast furnace in water or stream, to produce a glassy, granular product that is then dried and ground into a fine powder. GGBS is used to makedurableconcretestructuresin combination with ordinary Portland cement or other pozzolanic materials. GGBS has been widely used in Europe, and increasingly in the United States and in Asia for its superiority in concrete durability, extending the life span of buildings from fifty to a hundred years. GGBS reacts like Portland cement when in contact with water. The mineral admixture used for this experimental work is Ground- granulated blast-furnace slag Kota stone powder - Kota stoneisthemostcommonlyused building materials. The Industry’s disposal of the Kota stone powder slurry material consisting of very fineparticles.This Kota stone powder slurry having lime stone qualities because Kota stone is a fine grained variety of limestone. This Kota Stone Powder is neglected as waste in several factories. Super plasticizer - Super plasticizer (Sika-Plastiment) was used @ 1% of weight of cement. Specific gravity of Sika- Plastiment is 1.12 (as per manufacturer). 3. CONTROL MIX Control mix was designed as per IS 10262:2009. Typical Computations are given below:
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 526 Table -1: Control mix S. No Materials Weight 1. Cement 391Kg 2. Coarse aggregate 1177 Kg 3. Fine aggregate 692 Kg 4. Water 168 Ltr 5. Admixture (1 % of cement) 3.15 Ltr 6. W/C Ratio 0.43 4. RESULTS 4.1 The Slump test results of control mix and concrete prepared with 20%, 30% and 40% replacement of cement by Ground granulated blast-furnace slag and 10% and 15% replacement of fine aggregate by Kota stone powder slurry are presented in Table 2 and 3 Table -2: Slump Variation with KSP S.No GGBFS Kota Stone Powder 0% 10% 15% 1. 30 % 66 63 62 2. 40 % 69 65 64 3. 0% (CONTROL MIX) 59 Table -3: Slump Variation with MSP S.No GGBFS Marble Stone Powder Slurry 0% 10% 15% 1. 30 % 66 65 64 2. 40 % 69 67 69 3. 0%(CONTROL MIX) 59 From table 2 it is observed that the slump of mix increase compared to the control mix but the mix prepared only with GGBFS having more slump than the mix of GGBFS and KSP combined. From table 3 it is observed that the slump of mix increase compared to the control mix but the mix prepared only with GGBFS having more slump than the mix of GGBFS and MSP combined. 4.2 The Comparison of Compressive strength results of concrete specimens with 30% replacement of cement by Ground granulated blast-furnace slag and 10% and 15% replacement of fine aggregate by Kota stone powder or Marble stone powder at the age of 28 days are presented in Table 3 Table 3 Compressive strength with 30% GGBFS OPC + GGBFS Sand + KSP/MSP Compressive Strength (N/mm2) 28 DAYS Sand + Kota Stone Powder Sand + Marble Stone Powder 100+0 100+0 47.9 47.9 70+30 100+0 47.23 47.23 90+10 45.6 44.2 85+15 44.72 41.91 The Comparison of Compressive strength results of concrete specimens with 40% replacement of cement by Ground granulated blast-furnaceslagand10%and15%replacement of fine aggregate by Kota stone powder or Marble stone powder at the age of 28 days are presented in Table 5 Table 5 Compressive strength with 40% GGBFS 4.3 The Comparison of Flexural strength test results of concrete specimens with 30% and 40% replacement of cement by Ground granulated blast-furnace slag and 10% and 15% replacement of fine aggregate by Kota stone powder slurry at the age of 28 days are presented in Table 6 and 7 Table -6: Variation in Flexural Strength with 30% GGBFS (28 days) Table -7: Variation in Splitting tensile strength with 40% GGBFS (28 days) OPC + GGBFS Sand + KSP/MSP Flexural Strength (N/mm2) 28 DAYS Sand + KSP Sand + MSP 100+0 100+0 4.71 4.71 60+40 100+0 4.98 4.98 90+10 4.79 4.67 85+15 4.63 4.61 OPC + GGBFS Sand + KSP/MSP Flexural Strength (N/mm2) 28 DAYS Sand + KSP Sand + MSP 100+0 100+0 4.71 4.71 70+30 100+0 4.79 4.98 90+10 4.58 4.55 85+15 4.48 4.50
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 527 4.4 4.5 4.6 4.7 4.8 4.9 5 5.1 FLEXURALSTRENGTH(N/mm2) KSP/MSP (%) KSP MSP Chart -1: Variation in Flexural Strength with 30% GGBFS Chart -2: Variation in Flexural Strength with 40% GGBFS 4.4 The Comparison of Splitting tensile strength test results of concrete specimens with 30% and 40% replacement of cement by Ground granulated blast-furnace slag and 10% and 15% replacement of fine aggregate by Kota stone powder slurry at the age of 28 days are presented in Table 8 and 9 Table -8: Variation in Splitting tensile strength with 30% GGBFS (28 days) OPC + GGBFS Sand + KSP/MSP Split tensile Strength (N/mm2) 28 DAYS Sand + KSP Sand + MSP 100+0 100+0 3.55 3.55 70+30 100+0 3.61 3.61 90+10 3.44 3.41 85+15 3.34 3.30 3.1 3.15 3.2 3.25 3.3 3.35 3.4 3.45 3.5 3.55 3.6 3.65 SPLITTENSILESTRENGTH(N/mm2) KSP/MSP(%) KSP MSP Chart -3: Variation in Split tensile Strength with 30% GGBFS Third set of bars show the Split tensilestrengthresultsfor28 days with 10% replacement of KSP and MSP with sand and it is observed according to results that theSplittensilestrength of mix prepared with 10% KSPis0.9%morethatthestrength achieved with 10% replacement of MSP. Similarly for 15% replacement level the flexural strengthofKSPisaround1.2% higher than that of MSP. Table -9: Variation in Flexural Strength with 40% GGBFS (28 days) OPC + GGBFS Sand + KSP/MSP Split tensile Strength (N/mm2) 28 DAYS Sand + KSP Sand + MSP 100+0 100+0 3.55 3.55 60+40 100+0 3.74 3.74 90+10 3.56 3.51 85+15 3.48 3.45 3.3 3.35 3.4 3.45 3.5 3.55 3.6 3.65 3.7 3.75 3.8 CONTROL MIX 0% 10% 15% SPLITTENSILESTRENGTH(N/mm2) KSP/MSP(%) KSP MSP Chart -4: Variation in Split tensile Strength with 40% GGBFS
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 528 Third set of bars show the Split tensilestrengthresultsfor28 days with 10% replacement of KSP and MSP with sand and it is observed according to results that theSplittensilestrength of mix prepared with 10% KSPis1.4%morethatthestrength achieved with 10% replacement of MSP. Similarly for 15% replacement level the flexural strengthofKSPisaround0.8% higher than that of MSP. 3. CONCLUSIONS The Value of slump increases with increase of GGBFScontent in the mix, but it slightly reduces with increase in the content of Kota stone powder or Marble stone powder in the mix. Compressive strength In the mixes with 30% and 40% GGBFS, if fine aggregate is partially replaced by Kota stone powder in the range 10% to 15% and also Marble stone powder in the same range then mix with Kota stone powder and 40% GGBFS provides better compressive strength at the age of 28 days Flexural strength In the mixes with 30% GGBFS, if fine aggregate is partially replaced by Kota stone powder and Marble stone powder in the range 10% to 15%, then flexural strength of mix with Kota stone powder was found better and more close to the Control mix However the flexural strength reduces with increase the percentage of both the stone waste in the mix. With KSP the strength reduced around 1.5 to 3.5%, while with MSP the strength reduced around 3.5% to 5% when compared to the Control mix. In the mixes with 40% GGBFS, if fine aggregate is partially replaced by Kota stone powder and Marble stone powder in the range 10% to 15%, then flexural strength of mix with both the stone waste powder was observed better with 10% replacement and slightly reduction in strength noticed with 15% replacement in comparison to the Control mix. Splitting tensile strength In the mixes with 30% GGBFS, if fine aggregate is partially replaced by Kota stone powder and Marble stone powder in the range 10% to 15%, then Splitting tensile strength of mix with Kota stone powder was found better that of mix with Marble stone powder However the Splitting tensile strength reduces with increase the percentage of boththestonewaste in the mix. With KSP the strength reduced around 3 to 5%, while with MSP the strength reduced around4%to7%when compared to the Control mix. In the mixes with 40% GGBFS, if fine aggregate is partially replaced by Kota stone powder and Marble stone powder in the range 10% to 15%, then Splitting tensile strength of mix with both the stone waste powder was observed lesser for 15% replacement and satisfactory strength results noticed with 10% replacement level compared to the Control mix. REFERENCES 1. Ankit Moond, Nakul and Sayed Imran Ali (2019),“An ExperimentalInvestigationonconcretecontainingMeta kaolin and Kota stone powder” International Journal of Engineering Research & Technology (IJERT) ISSN: 2395-0056 Vol. 6 Issue 7, July -2019. 2. Sayed Imran Ali and Ranjan Kumar (2018) ) ,“An Experimental Investigation on concrete containing GGBFS and KSPS” International Journal of Engineering Research & Technology(IJERT) ISSN: 2395-0056 Vol.5 Issue 4, April -2018 3. Jain Aman and Majumder Rohan (2016) ,“Strength, Permeability and Carbonation properties of Concrete containing Kota Stone Slurry” International Journal of Advance Research and Innovation Volume 4, Issue 4 (2016) 735-739 ISSN 2347 – 3258 4. Raj.P.singhkushwah, Sharma Ishwar Chand, Chaurasia (2015),” Utilization of Marble Slurry In Cement ConcreteReplacingFineAggregate”AmericanJournalof Engineering Research (AJER) e-ISSN : 2320-0847 p- ISSN : 2320-0936 Volume-04, Issue-1, pp-55-58 5. Chaithra, Pramod, Chandrashekar (2015),”An Experimental Study on Partial Replacement of Cement by GGBS and Natural Sand by Quarry Sand in Concrete” International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 Vol. 4 Issue 05, May-2015 6. Krishnamoorthy and Aswini (2015),”Strength and Corrosion Resistance Properties of GGBS Concrete Containing Quarry Dust as Fine Aggregate” InternationalJournalofStructuralandCivilEngineering Research Vol. 4, No. 2, May 2015 7. Kumar Santosh, G.V.Rama Rao, Markandeya Raju (2015),” Strength and Durability Studies on GGBS Concrete” SSRG International Journal of Civil Engineering (SSRG- IJCE) – volume 2 Issue 10 October 2015 8. Upadhyay Siddharth and Jamnu (2014) “Effect on Compressive strength of High Performance Concrete IncorporatingGround-granulatedblast-furnaceslagand Fly Ash” International Journal OfInnovativeResearch& Development, ISSN 2278 –0211, volume 3, issue 2,pp.124-128, February 2014. 9. Arivalagam (2014),” Sustainable Studies on Concrete with GGBS As a ReplacementmaterialinCement”Jordan Journal of Civil Engineering,Volume8, No. 3, 2014 10. Joe Adams and Maria Rajesh (2004), “An Experimental Investigation on the Effect of GGBS & Steel FibreinHigh Performance Concrete” International Journal of Computational Engineering Research Volume 04 Issue, 4
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