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IRJET- Experimental Study on Partial Replacement of Cement with Fly Ash & Fine Aggregate with Waste Foundry Sand for M25 Grade Concrete
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IRJET- Experimental Study on Partial Replacement of Cement with Fly Ash & Fine Aggregate with Waste Foundry Sand for M25 Grade Concrete
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 08 | Aug 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 636 Experimental Study on Partial Replacement of Cement with Fly Ash & Fine Aggregate with Waste Foundry Sand for M25 Grade Concrete Mallesh M1, Chethana C.C2, Nandeesh M3 1Associate professor, Dept of civil Engineering, UBDT, Davanagere-577004, Karnataka, India 2PG Student, Dept of civil Engineering, UBDT, Davanagere-577004, Karnataka, India 3Asst professor, Dept of civil Engineering, BITS, Warangal-506331, Telangana, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The infrastructure are developing day by day so demand is more for concrete. The construction activity is readily depend on concrete directly or indirectly. By this significant demand for natural resources like sand etc., are depleting day by day and heavy release of carbon dioxide gas in cement manufacturing process, destruction of environment taking place. To overcome these problems, partially use of industrial waste in place of cement and sand are necessary in the production of concrete. In this study an attempt has been made with a M25 mix proportion. Experimental study is conducted to evaluatethestrengthcharacteristicsofhardened concrete. Properties of concrete have been assessed by partially replacing cement with Fly-Ash and sand with waste foundry sand. The cement has been replaced by Fly-Ash in the range of 0%, 10%, 20% and 25% by weight of cement. The sand has been replaced by Waste foundry sand in the range of 0%, 10%, 20%, 25% and 30% by weight of sand. Concrete cubes were casted and tested after 7 days and 28 days of curing for compressivestrengthandcomparedtheresults with the control cube specimens. The optimum mix of Fly-Ash and Waste foundry sand are determined. Key Words: industrial waste, Fly Ash, Waste Foundry Sand, Sand, Compressive strength. 1. INTRODUCTION Concrete is one of the significantly accepted construction material in the development of infrastructure. It is perfectly matches with several requirements such as strength, durability, impermeability and fire resistant. The current consumption of concrete is approximately 500 million tons per annum and demand is expected to reach one billitons in next decade. Concrete is a heterogeneousmix of cement, aggregates and water. Cement is an artificial material manufactured with naturally available limestone, silica and gypsum. Aggregates are considered to be one of main constituents of concrete since theyoccupymorethan70%of concrete matrix. In the recent years, green concrete has draws serious attention of researchers and investigators because a concept of eco-friendly. The contribution of ordinary Portland cement production worldwide to greenhouse gas emissions is estimated to be approximately 1.35 billion tons per year. To keep the global environment safe from the consequence of cement production, it is essential to explore the alternative materials than can at least partially eliminate the use of cementinconcreteand no environment destruction. 2. MATERIALS AND METHODOLOGY 1. Cement: Ordinary Portland cement (OPC) of 43 Grade (Ultratech) with respect to IS 8112-1989 wasconsideredfor present study. Table 1: Physical properties of cement SI No Parameter Value 1 Specific gravity 3.11 2 Normal Consistency 30% 3 Initial setting time 48min 4 Final setting time 355min 5 Fineness 4% 6 3days compressive strength 25.5Mpa 7 7days compressive strength 36.4Mpa 2. Fly Ash: Fly Ash is a waste industrial bi-product from the thermal power plant use to makepowergeneration.Itcanbe used as a cementations material. For our research work Fly Ash used is brought from Raichur Thermal Power Station. The properties of Fly Ash are tabulated below. Table- 2: properties of Fly ash Colour Dark Gray Fineness 3% Specific gravity 1.91 3. Fine aggregate: Locally available natural river sand is used. Sand having fineness modulus 3.17 and confirmed to grading zone-I as per IS: 383-1970 recommendation. Table-3: Test Results of Fine Aggregate Grade zone as per IS: 383-1970 zone -1 Fineness Modulus 3.13 Specific Gravity 2.547
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 08 | Aug 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 637 4. Coarse aggregate: The crushed stone aggregates were collected from the local quarry. 20mm down and 12.5mm down size are used as coarse aggregates in this this experiment. Both 20mm down and 12.5mm down size aggregates are blended in equal proportionandtestedasper IS:383-1970 to from 20mm well graded aggregates. Table-4: Test Results of coarse Aggregate Shape Angular Size 20mm and 12.5mm Specific Gravity 2.609 5. Waste Foundry Sand (WFS): Waste foundry sand is bi- product obtained from ferrousand non-ferrous metal from casting industry and was obtained from Pradeep industry Ltd, Hrihara industrial area, Davanagere Dist. Table 5: Test results of waste foundry sand Colour Black Fineness modulus 3.2 Specific Gravity 2.40 6. Water: Fresh and clean water is used for casting the specimens in the present study. The water is relative1y free from organic matter, silt, oi1, sugar, chloride and acidic materia1 etc. As per Indian standard. The PH value not less than 6. The water used for casting and curing should satisfy as per IS 456- 2000. 7. Super plasticizer: In the present experimental work Conplast SP430 is used obtained from Fosroc Chemicals (India) pvt. Ltd. Its advantage is improved workability, increased strength, and higher cohesion and free from Chloride. Its SG is 1.220 to 1.225 at 30°C. METHODOLOGY: In this work partial replacement of cement with Fly ash and Fine aggregate with waste foundrysandtaken.Experimental investigation is carried out to find the strength characteristics of hardened concrete.Thecementisreplaced by Fly ash in the range of 0%, 10%, 20% and 25% by weight of cement. The Sand is replaced by Waste Foundry sand in the range of 0%, 10%, 20%, 25% and 30% by weight of fine aggregate for M25 grade mix. Concrete cubes were casted and tested after 7days and 28 days curing for compressive strength and compared with normal concrete specimens.So that optimum percentage of Fly ash and Waste foundrysand are to be determined. The experimental work isdividedinto 5 trials. Each trials has constant fly ash replacement for cement and varying wastefoundrysandreplacementforfine aggregate in the range 0%, 10%, 20%, 25% & 30%.Different combination of replacement ratios of Fly ash and waste foundry sand are tabulated below. Table 6: Combination of replacement ratios of Fly ash and Waste foundry sand For each trials, two sets of cubes (6 specimens) were casted. One set of cubes were tested for compressive strength after 7 days of curing and other set of cubes were tested after 28 days of curing. Mix design: The M25 grade concrete is adopted for the present work. Detailed mix proportion is obtained as per code IS: 10262-2009. Table 7: Mix proportion 3. RESULTS AND DISCUSSIONS The concrete cubes of different replacement proportion were subjected to compressive strength testand results obtained from test are tabulated and the corresponding graphs were plotted to finding the variation of strength. Compressive strength of concrete – 0%, 10%, 20%, & 25% Replacement for cement by Fly ash is restricted with varying % Replacement of sand by Waste foundry sand.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 08 | Aug 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 638 Table 8: Compressive strength of concrete Optimum Compressive strength of concrete: The results of compressive strength of concrete cubes for 7 days & 28 days are tabulated for varying%ofreplacementofcement by fly ash and varying %of replacement of fine aggregate (river sand) by waste foundry sand for optimummix.Itisobserved that the optimum compressive strength for 7 day & 28 days are observed for 20% replacement of cement by Fly ash and 20% replacement of Fine aggregate by Waste foundry sand. Figure 1: graph shows the optimum Compressive strength of concrete. 4. CONCLUSIONS Based on the experimental study undertaken the following conclusion are drawn. 1. In this study, the mean target strength of M25 grade concrete is achieved with the combined effect of using Fly ash and Waste foundry sand as a partial replacement for cement and sand respectively. 2. By this experimental work, the optimum replacement ratio for M25 grade concrete mix are 20% replacement of cement by Fly ash and 20% replacement of sand by Waste foundry sand, which gives nearly 15% more Compressive strength than results of conventional concrete of M25 mix. 3. Compressive strength decreases on increases in percentage of fly ash and Waste foundry sand. 4. Fly ash and Waste foundry sand replacements greater than 20% (M25) had lower strength than normal concrete. REFERENCES [1]. Abhishek.B.Ballary, Beeresh.N.A, Praveenkumar.B.G, Pruthviraj Nayak, B Shivakumara, Sweta.C. Patil “Study of strength of concrete with partial replacement of fine aggregate by foundry sand”. IJESC, vo1ume -7, May 2017. [2]. Amithkumar D. Raval, Arti Pamnani, and Alefiya I. Kachwala “Foundry sand: Utilisation as a partia1 rep1acement of Fine Aggregate for establishing sustainable concrete”. Internationa1 Journa1 of engineering Scienceand Research Technology, January 2015, ISSN: 2277-9655. [3]. Chandran.A “Studyonconcrete withreplacementofsand using foundry sand” International Journa1ofAdvancedEngg Research and Techno1ogy, volume 5, Sep 2017, ISSN: 2348- 8190. SI.N0 Mix (Flyash% + Waste foundry sand %) Compressive Strength (Mpa) 7days 28days 1 Conventional 27.40 34.81 2 0+10 28 36 3 0+20 29.19 37.33 4 0+25 25.77 31.70 5 0+30 23.85 27.40 6 10+0 26.66 32.88 7 10+10 27.40 34.81 8 10+20 29.33 35.40 9 10+25 24.592 32.148 10 10+30 22.66 28.296 11 20+0 26.814 34.66 12 20+10 27.55 35.55 13 20+20 31.68 39.11 14 20+25 24.74 31.25 15 20+30 22.07 28.74 16 25+0 26.96 32.44 17 25+10 25.18 29.03 18 25+20 24.29 28 19 25+25 23.85 27.11 20 25+30 19.11 23.55
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 08 | Aug 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 639 [4]. Deepak Chaurasiya, Kiran Koli, Suraj Chaudhari, Vardan More, and P.C. Satpute “Utilization of foundry sand: an art to replace Fine sand with Foundry sand”. International Journal on Theoretical and Applied Research in Mechanical Engineering, volume-5, February 2016, ISSN: 2319-3182. [5]. Dushyant Rameshbhai Bhimani, Jayeshkumar Pitroda, Jaydevbhai, Bhavsar. J “used foundry sand opportunities for deve1opment of eco-friend1y low cost concrete”. Internationa1 Journa1 of Advanced Engg Techno1ogy, volume 4, Issue 1, March 2013, E-ISSN: 0976-3945. [6]. IS 456-2000, P1ain and reinforced Concrete Code of practice, Bureau of 1ndian standards, New De1hi, India. [7]. IS 5l6-l959, Methods of Tests for strength of Concrete, Bureau of 1ndian standards, New De1hi, 1ndia [8]. IS l0262-2009, Concrete Mix Proportioning Guidelines, Bureau of 1ndian Standards, New De1hi [9]. IS 8112-1989, Specification for 43 grade ordinary Port1and Cement, (first revision), Bureau of 1ndian Standards, New De1hi, 1ndia [10]. IS 383-l970, Specification for Coarse aggregate and Fine aggregate from natural source for Concrete, (second revision), Bureau of 1ndian Standards, New De1hi, 1ndia [11]. Shetty M.S, Concrete Technology, S.Chand & Co.Ltd, 1997, New Delhi
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