@ IJTSRD | Available Online @ www ISSN No: 245 Inte R Effect on Concrete Prop Crushed Groundnut Sh H.O.D Bivarabai Sawant ABSTRACT Infrastructure development is prime country for development. The development has increased the demand fine aggregates. The cement produc creates environmental problems such as global warming due to emission of vari gases. And natural sand is expensive and easily so overcome these problems r more focusing towards utilizing agr industrial waste material. Sugarcane (SCBA) is left-over industrial byprodu factory’s captive power plant which is u replacement of cement and Groundnut S agricultural waste product which is us replacement of sand. In this paper SCBA has been ch physically categorized and partially re ratio of 2% & 5% by weight of cemen Groundnut Shells partially replaced in 5% by weight of fine aggregates in concrete mix. There are total of 36 spe Combination of SCBA and GS /OPC c of 150 mm size were t ested for compre at 7, 14, 21 and 28 days after immerse results show that the compressive str standard mix and those of othe combinations increases with curing age with increased SCBA and GS percenta concluded that the satisfactory c replacement of 5% of SCBA and 5% r GS content. w.ijtsrd.com | Volume – 2 | Issue – 2 | Jan-Feb 56 - 6470 | www.ijtsrd.com | Volum ernational Journal of Trend in Sc Research and Development (IJT International Open Access Journ perties after Substituting Fine hells and addition of Sugarcane Prof. K. U. Gandhare D., Department of Civil Engineering, College of Engineering, Pune, Maharashtra, Ind need of any Infrastructure of cement and ction industry s pollution and ious hazardous d not available researches are ricultural and Bagasse Ash uct from sugar used for partial Shells (GS) are sed for partial hemically and eplaced in the nt and Crushed fixed ratio of n M25 grade ecimens of the concrete cubes essive strength ed curing. The rengths of the er percentage e but decreases age. It can be concrete with replacement of Keywords: Ordinary Portla Bagasse Ash, Groundnut Strength, Concrete I. INTRODUCTION In infrastructure development the important building consti cement, fine-aggregates, cours in appropriate proportion. important construction materi development projects. Dem increasing day by day. C responsible for emitting of C manufacturing process of Po significant amount of energy up-to 1500 °C [1] but also the breakdown of calcium oxide there are various environme pollution, global warming. T largest industrial source of p than 5 lach tons per year [ nitrogen oxide and carbon-m environmental as-well-as heal this problem to some ext percentage of the cement by su The global consumption of n due to its extensive use in co natural sand is quit high in d infrastructure. But natural san available easily so overcome 2018 Page: 1490 me - 2 | Issue – 2 cientific TSRD) nal Aggregate by e Bagasse Ash dia and cement, Sugarcane Shells, Compressive t of country, concrete is ituent that is mixture of se-aggregates, and water Cement is an very ial for all infrastructure mand of cement is Cement production is CO2 on large scale. For ortland cement requires to have the temperature key reaction itself is the e and CO2. Due to this ental problems like air The cement is the third pollution, emitting more 13] of sulphur-dioxide, monoxide, these causes lth problems. To reduce tent; I replaced some ugarcane bagasse ash. natural sand is too high oncrete. The demand for developing countries for nd is expensive and not this problem we replace
Effect on Concrete Properties after Substituting Fine Aggregate by Crushed Groundnut Shells and addition of Sugarcane Bagasse Ash
Apr 27, 2023
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