Experimental Study on Plastic Vastum as a Coarse Aggregate Quia Structural Concrete

1. International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 4 Issue 3, April 2020 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 Experimental Study on Plastic Vastum as a Coarse Aggregate Quia Structural Concrete A. Saravanan1, D. Kanagaraj2 1P.G Student, 2Professor in Civil Engineering, 1,2K.S.R. College of Engineering, Tiruchengode, Tamil Nadu, India ABSTRACT Due to speedy industrialization and urbanization in the united states lot of infrastructure trends are taking place. This technique has in flip led questions to mankind to remedy the troubles generated through this growth. The troubles described are acute scarcity of constructional materials, improved productiveness of waste and other products. In this task M30 grade concrete is taken and waste plastic is used as modifier. Tests had been carried out on coarse aggregates, high-quality aggregates, cement and modifiers (plastic waste) to decide their bodily properties. Trail mixes are organized with 5%, 10% and 15% of plastic aggregates as the substitute for sand in M30 grade of concrete. Based on the mechanical power of concrete, it is found that 5% substitute of sand with plastic aggregates is the superior content. KEYWORDS: PLASTIC WASTE, MODIFIER, COURSE & FINE AGGREGATE How to cite this paper: A. Saravanan | D. Kanagaraj "Experimental Study on Plastic Vastum as a Coarse Aggregate Quia Structural Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456- 6470, Volume-4 | Issue-3, April 2020, pp.667-670, URL: www.ijtsrd.com/papers/ijtsrd30624.pdf Copyright © 2020 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC (http://creativecommons.org/licenses/by /4.0) IJTSRD30624 BY 4.0) 1.INTRODUCTION As the world populace grows, so do the quantity and kind of wastes being generated. Plastic is in all places in today’s lifestyle. It is used for packaging, protecting, serving and even disposing of all sorts of purchaser goods. With the industrial revolution, mass manufacturing of items started out and plastic looks to be a less expensive and tremendous uncooked material. Today, each and every essential region of the economic system beginning from agriculture to packaging, automobile, constructing conversation or data tech has been genuinely revolutionised with the aid of the software of plastics. Use of this non-biodegradable (according to studies, plastics can continue to be unchanged for as lengthy as 4500 years on earth) product is developing unexpectedly and the hassle is what to do with plastic-waste. Studies have linked the incorrect disposal of plastic to issues as far-off as breast cancer, reproductive troubles in human and animals, genital abnormalities and even a decline in human sperm rely and quality. If a ban is put on the use of plastic on emotional grounds, the actual value would be tons higher, the inconvenience a lot more, the modifications of harm or illness an awful lot greater. The danger to household fitness and security would extend and above all the environmental burden would be manifold. Hence the query is no longer `plastic vs no plastic’ however is greater involved with the really appropriate use and reuse of plastic waste. The introduction of non-decaying waste materials, blended with a developing client population, has resulted in a waste disposal crisis. One answer to this disaster lies in recycling waste into beneficial products. Research into new and revolutionary use of waste substances being undertaken world extensive and revolutionary thoughts that are expressed are important of this essential subject. Many toll road agencies, personal companies and persons have carried out or in the method of finishing a vast range of research and lookup initiatives regarding the feasibility, environmental suitability and overall performance of waste plastic in dual carriageway construction. These research attempt to fit societal want for protected and reasonably priced disposal of waste substances with the assist of environmentally pleasant industries, which want higher and low-priced development materials. 1.1.COLLECTION OF MATERIALS Plastic waste are on the whole accumulated are plastic toys, buckets, mug, mixie physique parts, grinder body components which is reusable. Crushing the plastic waste to make powder form. Heat the plastic waste to achieve melting point. Compress the fabric into hardened structure the usage of machine. Making smaller measurement the usage of laptop into measurement appropriate for first-rate aggregate. construction, @ IJTSRD | Unique Paper ID – IJTSRD30624 | Volume – 4 | Issue – 3 | March-April 2020 Page 667

2. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 1.2.PRELIMINARY TEST The particular gravity and sieve evaluation take a look at is performed for each traditional and modifier materials. Specific gravity check for cement is additionally carried out in this study. 1.3.CASTING OF SPECIMENS Casting of cube, cylinder and prism is performed for each the traditional and modifier specimens. Table 1.1 Total number of specimens Serial No. 1 Cube 2 Cylinder 3 Prism 2.MATERIAL PROPERTIES Table 2.1 Specific gravity of cement Trial No. Volume of flask at 20°C Temperature during Test (t °C) Method of air removal Weight of bottle W1 (g) Weight of bottle + Cement W2 (g) Weight of bottle + Cement + Kerosene W3(g) Weight of bottle + Kerosene W4 (g) Specific Gravity Gce at t °C Mean Value of Gce 2.1.PLASTIC WASTE The plastic waste is beaten into portions and then melted at positive boiling point. This molten plastic is fashioned into threads and then the use of mold cutter it is reduce into required size. 3.MIX DESIGN The concrete used in this find out about was once proportioned to acquire electricity of 30 MPa. The exclusive kind of mixes are acquired through including plastic waste to 5%, 10% and 15% first-rate mixture ratio. The combine shall be designed to produce M30 grade of concrete. The graph is achieved as per IS 10262. Table 3.1 Mix Properties Fine aggregate aggregate 208 462 640.409 0.45 1 1.38 3.1.PREPARATION OF TESTING SPECIMENS For the quite a number combine percentage of plastic waste the concrete cubes, cylinder and prism have been organized for 7days and 28days. The dice specimen had been used for compressive energy whereas cylinder specimens have been used for break up tensile power and prism specimens had been used for flexural strength. Figure 3.2 Beam Specimen with concrete TESTING OF HARDENED CONCRETE Concrete specimens of cube, cylinder, prism is casted for traditional and modifier combine in a variety of percentages of by way of the weight of the sand and with the top-quality proportion concrete specimens of cylinder, beam and slab is casted. Thus specimens have been subjected to loading. And the water absorption take a look at additionally conducted. The quite a number take a look at are listed in desk below. Table 3.1 Various tests conducted in this study Serial No. studied Compressive strength Split tensile strength Flexural strength Young’s Modulus 5 RCPT Cylinder Flexural Strength Impact Strength 4.RESULTS 4.1.COMPRESSIVE STRENGTH COMPRESSIVE STRNGTH N/mm2 3days 7 days 14 days 28 days PT1 2.16 3.60 PT2 2.88 4.88 PT3 3.31 5.52 PT4 3.55 5.92 PT5 3.65 6.09 PT6 4.32 7.20 PT7 5.72 9.53 PT8 6.22 10.37 PT10 8.16 13.60 PT11 9.54 15.91 PT12 10.75 17.92 PT13 10.32 17.20 PT14 9.52 15.87 PT15 8.75 14.58 Table 4.1 Compressive strength comparison Specimens Conventional Modifier 5% 10% 15% 6 6 6 6 6 6 6 6 6 6 6 6 Properties Specimen size(mm) Specimen 1 Cube 150 x 150 x 150 1 2 50 27.5 Vacuum Vacuum 42.4 52.11 50 27.5 2 Cylinder 150 x 300 3 Prism 100x 100 x 500 42.3 52.13 4 Cylinder 150 x 300 87.05 87.08 100 x 150 80.07 3.56 3.15 80.1 3.45 6 Beam 1500 x 150 x 180 7 Slab 1000 x 1000 x 25 MIX ID 6.00 8.00 9.20 9.87 10.16 12.00 15.89 17.29 22.68 26.52 29.88 28.67 26.45 24.31 10 13.33 15.33 16.45 16.93 20 26.48 28.51 37.80 44.20 49.80 47.78 44.08 40.51 Coarse Water Cement Units 1065.68 2.30 m3 Figure 3.1 Specimens with concrete Figure4.1 Cube Compressive strength at 7, 14&28 days @ IJTSRD | Unique Paper ID – IJTSRD30624 | Volume – 4 | Issue – 3 | March-April 2020 Page 668

3. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 4.2.SPLIT TENSILE STRENGTH 4.5.FLEXURAL STRENGTH OF BEAM (MODIFIER) TENSILE STRNGTH N/mm2 7 days 14 days 28 days 2.00 2.30 2.60 2.70 2.56 2.60 2.08 2.58 2.05 2.50 Table 4.2 Spilt Tensile strength comparison MIX ID P0 P5 P10 P15 P20 2.70 3.43 2.85 2.45 2.39 Figure 4.5 Flexural strength of beam (conventional) 4.6.IMPACT STRENGTH OF SLAB Figure.4.2 Split tensile strengthat 7, 14 & 28 days 4.3.FLEXURAL STRENGTH FLEXURAL STRNGTH N/mm2 7 days P0 1.00 P5 1.20 P10 1.23 P15 1.38 P20 1.30 Table 4.3 Flexural strength comparison MIX ID 14 days 1.20 1.26 1.29 1.40 1.38 28 days 1.26 1.30 1.46 1.50 1.47 Figure.4.6 Energy absorption of RCC slab 5.CONCLUSIONS From the experimental learn about on concrete with plastic aggregates, the following observations are made, 1.The compressive strengths of modified (plastic added) cement concrete nearly equals the compressive electricity of undeniable cement concrete. 2.The most useful modifier content material is determined to be 5% by way of weight of sand for the exceptional aggregate. 3.The addition of plastic aggregates have now not produced any sizable exchange in the Compressive strength, Split tensile Strength and Flexural strength. 4.Therefore the 5% of the herbal first-class combination can be changed to put together the concrete. 5.The permeability of modified concrete used to be observed to be very low. 6.Plastic waste can be efficaciously used in the concrete and for that reason furnish a answer for the disposal trouble of the plastic wastes. REFERENCES [1]Adewumi John Babafemi, BrankoSavija, Suvash Chandra Paul, Vivi Anggraini, 2018, ‘Engineering Properties of Concrete with Waste Recycled Plastic’, International Journal of Emerging Technology and Advanced Engineering, vol.2, pp.42-46. Figure.4.3 Flexural strength at 7, 14 & 28 days 4.4.YOUNG’S MODULUS TEST (CONVENTIONAL) [2]Anju Ramesan,Shemy S, Babu, Aswathy Lal, 2015, ‘Experimental Investigation on the Performanceof Plastic Aggregate Concrete’, International Journal for Research in Applied Science & Engineering Technology, vol.3, pp.303-312. [3]Anju Ramesan, Shemy S. Babu, Aswathy Lal, 2015, ‘Performance of Light-Weight Concrete with Plastic Figure.4.4 Young’s Modulus Test (conventional) @ IJTSRD | Unique Paper ID – IJTSRD30624 | Volume – 4 | Issue – 3 | March-April 2020 Page 669

4. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 [10]MB Hossain, P Bhowmik, KM Shaad, 2016, ‘Use of waste plastic aggregation in concrete as a constituent material’, Performance of Light-Weight Concrete with Plastic Aggregate, vol.5, pp.105-110. Aggregate’, International Journal Of Structural And Civil Engineering, vol.3, pp.169-174. [4]Anumol S, Elson John, 2015, ‘Study on the Performance of Plastics as Replacement International Journal of Engineering Research & Technology, vol.4, pp.187-190. for Aggregates’, [11]Ms. K. Ramadevi, Ms. R. Manju, 2012, ‘Experimental Investigation on the Properties of Concrete With Plastic PET (Bottle) Fibres as Fine Aggregates’, International Journal of Civil and Structural Engineering Research, vol.5, pp.47-52. [5]Balaji KVGD, Santosh Kumar, Kondra Nikhil Gupta, 2019, ‘Adoption of Recycled HDPE Plastic Granulesand waste Crushed Glass as a Partial Substitute of fine Sand in Concrete’, International Journal of Engineering and Advanced Technology, vol.8, pp.536-542. [12]Parvesh Kumar, Gaurav Kumar, 2015, ‘Effect of Recycled Plastic Aggregates on Concrete’, International Journal of Science and Research, vol.5, pp.912-915. [6]Chien-Chung Chen, Nathan Jaffe, Matt Koppitz, Wesley Weimer, Albert Polocoser, 2015, ‘Concrete Mixture With Plastic As Fine Aggregate Replacement’, International Journal For Research Science & Technology, vol.5, pp.26-34. [13]Praveen Mathew,Shibi Varghese, Thomas Paul, Eldho Varghese, 2013, ‘Recycled Plastics as Coarse Aggregate for Structural Concrete’, International Journal of Science and Research, vol.4, pp.1170-1173. [7]Daniel Yaw Osei, 2014, ‘Experimental Investigation on Recycled Plastics as Aggregate in Concrete’, International Journal of Advances in Mechanical and Civil Engineering, vol.2, pp.49-53. [14]Suhad M Abd, Fahad Mohammad, Humam Abdul-sattar and MaisMalallah, 2016, ‘Producing Green Concrete Using Waste Plastic, One step of societies’, Sustainability, vol.10, pp.1-26. [8]LogachandranD, Kalaivani M, 2018, ‘Feasibility Study on Plastic Wastes in Concrete’, International Journal of Innovative Research in Science, Engineering and Technology, vol.2, pp.687-690. [15]ZasiahTafheem, Esharuhullah, S. M. ReduanulAlam, Md. Mashfiqul Islam, 2018, ‘Experimental investigation on the properties of concrete containing post-consumer plastic waste as coarse aggregate replacement’, Progressive Agriculture, vol.3, pp.383-391. Rakibul Islam Rakib, M.D. [9]M. MuzafarAhmed, Dr. S. Siddi Raju, 2013, ‘Properties of Concrete by the Addition of Plastic Solid Waste’, Journal Of Materials And Engineering Structures, vol.5, pp.24-31. @ IJTSRD | Unique Paper ID – IJTSRD30624 | Volume – 4 | Issue – 3 | March-April 2020 Page 670