Performance of Perforated Clay Bricks with Charcoal Waste as an Additive

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dc.contributor.author Bayisenge, Jean Pierre
dc.date.accessioned 2024-12-18T08:39:23Z
dc.date.available 2024-12-18T08:39:23Z
dc.date.issued 2024-12-18
dc.identifier.citation BayisengeJP2024 en_US
dc.identifier.uri http://localhost/xmlui/handle/123456789/6550
dc.description Master of Science in Civil Engineering (Structures) en_US
dc.description.abstract In Rwanda, the traditional fired solid bricks embody high consumption of fuel and quantity of clay during their moulding. The traditional solid bricks are also heavy compared to perforated bricks. This study aimed at investigating the performance of perforated clay bricks made of clay soil (CS) mixed with charcoal waste (CW) as an additive. The physical, chemical and mechanical properties of CS mixed with 0, 10, 30, 40 and 50% of CW were determined at JKUAT laboratories. The bricks were extruded manually with inclusion of varied number of perforations: 0, 4, 8, 12 and 15 number perforations which correspond to the percentages of perforations 0%, 6.15%, 12.3%, 18.45%, and 23.06%, respectively. The chemical analysis included determination of organic carbon, exchangeable acidity and chemical components by X-ray diffractometer of soil matrix. The chemical analysis depicted an increase in calcium oxide proportions with increase of charcoal waste content. There was also an increase in amounts of exchangeable cations. The research found that with increase in perforations, there is reduced loss of weight. However, non-perforated bricks depicted least abrasion resistance followed by bricks with 4 perforations. As the CW content increased from 0 to 50%, bricks with 15 and 12 perforations displayed highest abrasion resistance. The research concludes that increase of charcoal waste led to increase in linear shrinkage of clay soil bricks due to the increase of calcium cation and reduction of magnesium cations in the soil. With an optimum of 30% of charcoal waste identified for linear shrinkage of clay soil bricks. Bricks having 12 perforations and below with 30% charcoal waste additive can be categorized as category I (load bearing) bricks. en_US
dc.description.sponsorship Dr. Charles Kabubo, PhD JKUAT, Kenya Dr. Isaac Fundi Sanewu, PhD JKUAT, Kenya   en_US
dc.language.iso en en_US
dc.publisher JKUAT-COETEC en_US
dc.subject Charcoal Waste en_US
dc.subject Additive en_US
dc.subject Perforated Clay Bricks en_US
dc.subject Traditional Solid Bricks en_US
dc.title Performance of Perforated Clay Bricks with Charcoal Waste as an Additive en_US
dc.type Thesis en_US


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