Solid Waste Essay

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A STUDY OF PARTIAL REPLACCEMENT OF CEMENT IN CONCRETE BY SUGARCANE BAGASSE ASH AND ALUMINIUM WASTE IN VIEW OF SOLID WASTE UTILISATION
1Amirthaganesan, 2Ramesh.B, 3Manoj Nallanathel, 4Muthupalani M, 5Vinod Kumar.M

1,2,3 Faculty , Dept of Civil Engineering, Saveetha School of Engineering , Saveetha University, Chennai,
4,5 Postgraduate Students, department of Civil engineering, Saveetha school of Engineering , Saveetha University, Chennai
Abstract—Entire world is passing through a great environmental issue of solid waste Treatment, Different survey shows that in entire universe 500Million Cubic Meters of solid waste is being generated in one day. It is high time to find an effective utilization methods of these solid wastes generated per …show more content…

Solid waste is a big threatens to the earth. To avoid this solid waste dumping in the earth, it is necessary to find some alternates to reduce quantity of waste mass.

Several reports discussed about the possible and cost effective methods to utilize the solid waste in various areas. In civil engineering, numerous researchers working to make use of solid waste in construction field, especially in concrete making.

Akash rao et al (2007) reported the use of aggregates from recycled construction and demolition waste in concrete. Construction and Demolition (C&D) waste constitutes a major portion of total solid waste production in the world, and most of it is used in landfills. The paper concludes some of the major barriers in more widespread use of RA in recycled aggregate concrete (RAC), including lack of awareness, lack of government support, non-existence of specifications/codes for reusing these aggregates in new concrete. When coarse recycled aggregate is used with natural sand, it may be assumed at the design stage, that the free w/c ratio required for a certain compressive strength will be the same for RAC as for conventional concrete. Use of recycled aggregates in concrete provides a promising solution to the problem of C&D waste …show more content…

Strength was negatively up to 10% replacement of sand in 0-15% was analysed, and bottom ash does not fulfil the standard requirement in concrete. The replacement of bottom ash by 5% increases the strength and it decreases from the replacement of 10%.

Abdullah shahbaz khan et al (2014) reported about the hypo sludge as a partial replacement of cement in m20, m30 grade of concrete. The replacement of cement used in the range of 0-30% . The mould was casted and used for cubes, cylinder and flexural beam. After final setting time, test in compressive strength on cubes was analysed. The results shown on 0 and 20% replacement of cement showed an equal strength, but the strength increase in 10% and strength decrease in 30%.

Marble dust powder was used as a partial replacement of cement and analysed by Prof.p.a.shirukle et al. Marble powder replacement of cement in 10% showed the initial strength is high. Then the strength has been

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