International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 700 Use of Cow Dung Ash in Eco Friendly Concrete Kapil Batham 1 , Prof. M. C. Paliwal 2 1M Tech Scholar, 2Assosiate Professor, 1,2Department of Civil & Environmental Engineering, NITTTR Bhopal, Madhya Pradesh, India ABSTRACT It has been estimated by World Health Organization (WHO) that about 5% of total CO2 released into the atmosphere is from cement industry. Besides being an natural toxin, the measure of warmth energy needed for creation of concrete is around 1500 °C which requires more energy. Cement concrete produced with ordinary cement are to be replaced by eco-friendly concrete. Locally available waste material like rice husk ash, cow dung ash, animal waste ash etc can be a better option for the replacement of cement in concrete up to an extent. This paper presents the possibility of utilizing Cow dung ash (CDA) as a supplementary cementing material in cement concrete. Trial examinations completed to concentrate on the cow waste debris on the strength of cement. Concrete was to some extent supplanted with four rates (5%, 10%, 15%, and 20%) of cow manure debris by weight. The compressive strength & flexural strengths of the concrete specimens were determined at 7, 14 and 28 days respectively. From the outcomes significant ends can be attracted terms of different boundaries like workability, flexural strength & compressive strength. KEYWORDS: Cement Concrete, Cow Dung Ash, flexural strength, Strength parameters, water absorption, Workability How to cite this paper: Kapil Batham | Prof. M. C. Paliwal "Use of Cow Dung Ash in Eco Friendly Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6, October 2021, pp.699-705, URL: www.ijtsrd.com/papers/ijtsrd46459.pdf Copyright © 2021 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 BY 4.0) (http://creativecommons.org/licenses/by/4.0) I. INTRODUCTION Concrete being most broadly utilized as a development material across the globe, with principle fixing as water, fine total and coarse total, blended in legitimate extents to get clear cut conduct for expected reason. The planned reason relies upon the spot and sort of kind of construction where it is being utilized. The necessary properties might be distinctive for building, tall structure, spans, dams, asphalt and some more. The properties of substantial should be seen in two states for example new and solidified cement. It properties relies upon extent of its fixings and fixings individual physical and compound properties. As the fixings utilized are essentially crude material and it accessibility and properties differs from one area to another. In this manner the reaction or conduct of cement relies upon many variables and each factor need to tended to appropriately for legitimate working of the substantial in short and long 7 term as well. In after sub area the properties individual fixing, it's effect or commitment on substantial properties with indicated research facility tests are examined. Presently a day's heaps of creation in the field of concrete innovation that can control the implementation of Cement in concrete. On the off chance that there will be the substitute of fine aggregates, i.e. sand with wooden dust with other material. At that point there will be the less emanations of Co2 in condition. As we are utilizing the manufacturing waste material to deliver a superior quality concrete. The natural issue can fathom by the substitute of industrial squanders and by item. The substitute of fine aggregates (sand) with the assistance of squander materials (wooden powder) can be gainful for the structure, condition. Subsequently, the characteristic of concrete are change, for example, workability, pressure test, elongation index etc. IJTSRD46459 International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 701 Fig. 1. Aspects of concrete Production Cows manure ash (CMA) is a mechanical waste produced by biomass power plants. ... To get distinctive molecule size of cows excrement debris, we utilized a mute heater to re enact the biomass power burning temperature (500 °C, 650 °C, and 800 °C). It is utilized to repulse mosquitoes and as a minimal expense warm cover. Cow fertilizer is likewise a potential constituent in the assembling of adobe mud block lodging. Likewise, cow compost debris (CDA) is utilized as an adsorbent for sequestering weighty metals present in wastewater. Cow fertilizer debris which is acquired by drying and consuming of cow excreta has alum inosilicate content. It is massive and has an enormous debris content reaching a nitrogen rich material, potassium, phosphorus and calcium. Fig. 2. Production of Cattle Manure Worldwide Cow Dung debris is acquired by drying and consuming of dried cowdung taps and has huge substance of Nitrogen, Potassium, Calcium, Carbon and requires a limit of 400°C of coconut fiber,which is a farming and food squander. in certain sum in concrete demonstrates to work on the strength of cement. either coconut fiber or cow excrement debris over a specific worth might diminish the strength of cement then again. In this way, it is important to discover the ideal worth of substantial which keeps up with the strength with decrease in concrete substance. substitution of concrete in substantial utilizing cow excrement debris and coconut lie content with ideal measure of incorporation of these two materials for better strength execution of cement. This may, in future can prompt utilization of waste as development materials everywhere scale after different examination works did at different scale. Fig. 2. Alternate Material Used. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 702 II. MATERIAL USED The following materials are used during the research work-
Cement
Fine aggregates (Sand)
Coarse Aggregates(12.5 -20mm)
Coarse Aggregates(10mm)
Cow dung Ash
Plasticizer as admixture
Water Fig. 3. Ordinary Portland Cement (53 grade) Fig. 4. Fine Aggregate (River Sand) Fig. 5. Coarse Aggregates (20 mm) Fig. 5. Cow Dung ash International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 703 III. METHODOLOGY Following cases were considered to analyse the problem: Table 1 Cases Considered S. No. Specimen ID Cement % Coe Dung Ash % 1 M0 100 0 2 M5 95 5 3 M10 90 10 4 M15 85 15 5 M20 80 20 STIPULATIONS FOR PROPORTIONING Table 2 CONCRETE MIX DESIGN PARAMETERS S. No. Parameters Data 1 Characteristic Compressive Strength 30 MPa 2 Type of cement : OPC Grade-53 (Ultra tech) 3 Specific gravity of cement 3.15 4 Nominal maximum size of Coarse aggregate 10 mm & 20 mm 5 Type of Coarse aggregate Crushed natural stone aggregate 6 Type of fine aggregate Natural River Sand 7 Water cement ratio 0.42 8 Exposure condition Severe 10 Admixture used Super Plasticizer 11 Slump value True Slump 120 mm Table 3 FINAL MIX DESIGN RESULTS S. No. SPECIMEN ID Cement % Cow Dung Ash % 1 M0 100% 0% 2 M5 95% 5% 3 M10 90% 10% 4 M15 85% 15% 5 M20 80% 20% Grade of concrete M 30 Adopted mix proportions 1: 1.89: 2.78 IV. RESULTS Results For Workability parameters. Fig. 6. Slump Values of Different Waste Material International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 704 Results For Strength parameters Fig. 7. Comparison of Compressive Strength of M30 Grade Fig. 8. Comparison of 28 days Flexural Strength of M30 Grade Fig. 9. Cost Comparison for different replacements International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD46459 | Volume – 5 | Issue – 6 | Sep-Oct 2021 Page 705 V. CONCLUSION After comparing the values of different parameters with acceptance criteria it can be concluded that The optimum level for the replacement (by weight) of CDA for severe exposure condition i.e. M30 grade, is found to be 5% to 10%.CDA based concrete is an economic environmental friendly solution to agricultural dominant nations like India. The price of 1 ton of CDA is only a small fraction of one ton production of Portland cement. Higher performance life has been achieved through this replacement and lower capital cost compared to the conventional concrete. Due to replacement of specific industry waste materials. References [1] Leopold Mbereyaho, Dieudonné Irafasha, Etienne Habumugisha, Julius Musabirema Assessment of Cohesive Soil - Cow Dung Mortar Properties as Replacement of Cement Mortar for Simple Plastering Work Rwanda Journal of Engineering, Science, Technology and Environment, (2020) Volume 3, Issue 2, [2] Ayeni I. S. what's more, Akinlolu S. O. Execution of cow excrement debris on compressive strength of mixed cement. World Journal of Engineering Research and Technology wjert, (2018), Vol. 4, Issue 4, 117- 124. [3] Rustam Sahu and Abhishek Tiwari Implementation of Unprocessed Dried Horse Manure Ash in Sustainable Concrete. Indian Journal of Science and Technology, Vol 11(19), DOI: 10.17485/ijst/2018/v11i19/122630,May (2018) [4] Dr. P. Magudeaswaran Hilal . A. S Development of Eco Brick and Concrete with the to some degree substitution of cow excrement. Worldwide Journal of Science and Engineering Research (IJ0SER) (2018) Vol 6 Issue 5 May 3221 5687, (P) 3221 568X [5] S. Sathish Kumar, Dr. A. Anbuchezian A trial investigation of completely substitution of cow excrement debris (cda), alumina and lime for concrete. Worldwide Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 05 (2018) [6] C Venkatasubramanian*, D Muthu, G Aswini, G Nandhini and K Muhilini Experimental investigations on impact of cow excrement debris (pozzolanic folio) and coconut fiber on strength properties of cement. IOP Conf. Series: Earth and Environmental Science 80 (2017) 012012 [7] Kalyan Kumar Moulick Prospective Use of Rice Husk Ash to Produce Concrete in India World Academy of Science, Engineering and Technology International Journal of Civil and Environmental Engineering (2015) Vol:9, No:3. IS CODES [1] Code for aggregate testing - IS: 383-1970 [2] Code for Ordinary Portland Cement 53 grade specification - IS 12269-2013. [3] Concrete Mix Proportioning - Guidelines - IS 10262:2019.