School of Infrastructure Process Engineering and Technology (SIPET)
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School of Infrastructure Process Engineering and Technology (SIPET)
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Item Statistical Model for Predicting Slump and Strength of Concrete Containing Date Seeds(Covenant Journal of Engineering Technology (CJET), 2021) Yusuf, A; Jamal, J. O.; Abubakar, Mahmud; Aminulai, H. O.Incorporating agro-based waste in concrete can reduce environmental pollution and lead to preserving the ecosystem. In order to reduce trial and error in achieving desired slump and compressive strength of concrete containing Date Seed (DS), this paper examines the slump and compressive strength of concrete using date seeds as a partial replacement for crushed granite. Preliminary tests were conducted on the aggregates to ascertain their suitability for concrete production. Concrete with DS-crushed granite ratios of 0:100, 5:95, 10:90, 15:85, and 20:80 were prepared using a mix ratio of 1:2:4 and a water-cement ratio of 0.5. Slump loss was used to estimate the workability of the fresh concrete. The freshly prepared concrete was cast in 150 x 150 x 150 mm and the compressive strength was determined after curing by full immersion in water for 7, 14, 21 and 28 days. Results showed that the slump of concrete increased with an increase in the content of date seed. The compressive strength was inversely proportional to the date seed content with a DS crushed granite ratio of 20:80 recording the lowest compressive strength (20N/mm2). Linear regression models for slump and compressive strength were developed and found to be sufficient in explaining the experimental data based on a Mean Square Error (MSE) of 0.37 and 0.029 and R2 of 88% and 99% obtained for slump and compressive strength respectively. The study has concluded that DS can be used as a partial replacement for crushed granite in concrete and a linear model is sufficient in predicting the slump and strength of concrete containing date seeds.Item IMPROVEMENT OF HEAT DISSIPATION RATE OF AN AUTOMOBILE BRAKE DRUM USING FINS INCORPORATION(Bartin University, Turkey, 2018-12-31) Bako, .S.; Bori Ige; Musa, .N.; Nasir, .A.The concept of incorporation of fins in automobile brake drum came up as a measure to subdue or address the thermal problems associated with it, which ultimately leads to brake failure. In order not to compromise the original weight of brake drum,1/10th of the overall wall thickness of the brake drum was converted into fins on the outer surface of the brake drum for effective heat dissipation. Modeling and simulation analysis were carried out using Solidworks (2013) software, on both the existing and modified brake drum, followed by validation using theoretical finite element analysis. The minimum temperatures observed from the simulation analysis were 4935K and 4927K for the existing and the modified brake drum model respectively. While maximum von Mises stress were 22, 378.9 N/M2 and 21, 971.2 N/M2 and the maximum displacements were 5142 x 10(-5)and 5102 x 10(-5) for the existing and the modified brake drum model respectively. This implied that the modified brake drum have improved strength and better heat dissipation rate than the existing model.Item Modeling the Energy Content of Municipal Solid Waste (A Case Study of Minna Metropolis)(African Journal of Renewable and Alternative Energy (AJRAE), 2019-07-11) Ibrahim, .M.; Babawuya, .I.; Enagi, .I.; Mohammed, .A.; Suleiman, .I.; Bori Ige; Garba, .M. U.Waste management has assumed importance due to environmental hazards and rapid depletion of the resources of almost all the minerals. Considering the bulk quantity which form the waste in municipal areas, its utilization is posing a challenge to the environment and our natural resources. A physical characterization was performed in 120kg of MSW sampled for one week. Also an ultimate analysis was carried out on 2kg sample of waste mixed thoroughly. The results of physical characterization show there are 30.58% of paper, 29.53% of plastic, 17.17% of food waste, 32.83% of polythene, 16.42% of metals and 18.58% of glass wastes respectively. Also the ultimate analysis shows that there are 36.53% of carbon. 10.09% of Nitrogen, 3.39% of Hydrogen, and 1.10% of Sulphur, 37.37% of ash content and 11.52% of oxygen content respectively. About 23,450kg of waste was open dumped by NISEPA trucks during the study period. A HHV of 5840659.35KJ/120kg was obtained, and it was also found that approximately 488MW of electricity could be generated from waste materials dumped at the landfill annually.Item Development of Statistical Models to predict the compressive strength of concrete produced using Quarry dust as partial replacement of fine aggregate(LAUTECH Journal of Civil and Environmental Studies, 2022-01-12) Kolo, D. N.; Enwongulu, J. O.Concrete is an assemblage of Cement, aggregates and water. The most frequently used fine aggregate for concrete production is sand sourced from river banks. The continuous use of this river sand as a result of rapid infrastructural development has resulted in its scarcity and often high cost. This paper examines the suitability of using quarry dust (QD) as partial replacement for fine aggregate in concrete production. Preliminary test (specific gravity) was conducted on the aggregates to determine their suitability for concrete production. Concrete with 5, 10, 15, 20 and 25% QD – Fine aggregate content was cast with a mix ratio of 1:2:4. The freshly prepared Quarry Dust Concrete (QDC) was cast in moulds measuring 150 x 150 x 150mm and cured using ponding method. The Compressive strength result shows that replacement of fine aggregate with QD leads to a general increase in compressive strength of concrete. Statistical package for the Social Sciences (SPSS) version 21 was utilised to develop the linear regression models for the 7 and 28 days compressive strength of the QDC. The developed models were found to be sufficient in predicting the 7 and 28 days compressive strengths with R2 values of 98.9% and 95.2 % respectively.