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Research Article

Evaluation of Properties for Making of Bricks by Using Granite Sludge Powder

Open Access Peer Reviewed Crossref DOI

Authors

  • P.Vignesh1
  • G. Surya2

1Assistant Professor, Department of Civil Engineering, Paavai Engineering College, Namakkal, Tamilnadu, India. 2Post Graduate Student, Department of Civil Engineering, Paavai Engineering College, Namakkal, Tamilnadu, India.

Article Information

Published Online
May-June 2023
Pages
50-54
Article Type
Research Article
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Abstract

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Abstract: Numerous issues arise from the discharge of waste materials. The primary issues are the spot involved by locales of capacity, significance of expenses and the natural effect. The primary objective of this preliminary work is to investigate the possibility of using stone waste as a substitute for raw materials in the production of granite sludge bricks. The exhibition of the Rock ooze block's compressive strength and a correlation of it with the ordinary dirt blocks. Clay,water,sand ,fly ash,cement, and other components make up granite sludge brick. Due to its lower cost and higher compressive strength in comparison to other bricks, its wides preaduse may become an important criterion for evaluation. Granite sludge bricks have been the subject of numerous experiments, and the results indicate that they lack compressive strength. As a result, numerous tests on the granite sludge brick's strength using various additional materials were carried out.These various additions might include fly ash, clay, cement, s and, and soon, the alterations ingranitesl udge bricks' compressive strength caused by these various additional materials.The granite bricks have a moisture content of 20% and measure 22 cm by 10 cm by 7 cm. Hence we involved a modest material for the streng thin rock ooze block. Where they have extra pieces in development, so we involved them in mud blocks. Granites ludge bricks performed better than conventional bricks, as demonstrated by the findings. Clay was added to the mixture in weight amounts of 10%,20%,30%,40%, and 50%.Test for water absorption and compressive strength.

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