Conference Papers

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    Analysis of Telecommunication Service Mast Distribution in Minna, Niger State Using Geospatial Technique
    (National Association of Surveying and Geoinformatics Lecturers (NASGL), 2019-02-07) Adesina, E.A., Uloko, U.S, Olaniyi, M.K., Animashahaun, A., and Abdulkareem, S.
    Since the embrace of telecommunication in Nigeria, the number of subscribers has tremendously increased and the dependence on telecommunication has grown cutting across all professions to all man’s day-to-day activities. This high rate of growth has led to high pressure on the telecommunication facilities, leading to poor network coverage. The increasing number of subscribers and the high dependence of everyone on telecommunication for man’s day to day activities require that research to made into investigating ways to totally eliminate or minimize poor network coverage within the study area. Over the years researchers from different fields have looked into this problem with attempts to help solve this problem, and they most times tend to get stuck with topographic problems. This research tends to look into the analysis of telecommunication mast distribution using geospatial techniques in Minna Metropolis. The aim of this research is to analyse the spatial location (X, Y, and Z) of the telecommunication masts in Minna Metropolis in view of enhancing the performance and efficiency of telecommunication services in the metropolis. The parameters of the mass were acquired from the telecommunication company and a street guide map of the metropolis updated with the mast’s locations was used to locate the masts and trigonometric levelling of inaccessible points was used in getting the height of the mast. The geospatial analysis used was view shed analysis incorporating buffer analysis; this was overlaid on the street guide map and a Digital Elevation Model (DEM). The view shed analysis was used to access the effect on topography on the network coverage while the buffer analysis was used to depict the range of network coverage. The results showed that the distribution pattern is based on population density and the concentration is on commercial centers and areas where income per head is high. It is also revealed that the masts are well distributed for good 2G coverage, but poor network coverage is still seen due to topographic obstruction. The study also reveals that the facilities were poorly distributed for good 3G coverage at the fringes of the metropolis. It was discovered that topography has effect on the network coverage, as topographic features tends to obstruct the line of sight signals from the mast. High peak produces better visibility and signal reception than on lowlands in the line of sight and view shed analysis. It was also discovered that in places where masts are well distributed and poor network is still seeing, increasing the height of the mast could actually help in solving the problem. The work recommends that masts be placed at high peaks where the line of sight would not be obstructed. Also, LIDAR and UAV generated digital elevation models can be used for the analysis to obtain better accuracy. The research recommends that this can serve as forehand information for business men regarding where to establish businesses related to telecommunication and location.
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    Dimensional Compliance and Compressive Strength of Sandcrete Hollow Blocks Produced in Minna Metropolis
    (International Engineering Conference (IEC 2017) Federal University of Technology, Minna, Nigeria, 2017) Yusuf, Abdulazeez; Aminulai, H.O.; Abdullahi, A; Alhaji, B; Alalade, A.I.
    The study was carried out to investigate the level of dimensional compliance of commercially produced sandcrete blocks in Minna metropolis and also determine the compressive strength of collected block samples. One hundred and sixty (160), nine (9) inch hollow sandcrete block samples were collected from ten sandcrete block producing companies. Fine aggregate samples were collected from the hollow sandcrete block companies along with the hollow sandcrete blocks. Sieve analysis was carried out on the soil samples. Density, water absorption and dimension of the collected Sandcrete block samples were determined. Compressive strength at 7 and 14 days curing age was also determined. Results indicate that the fine aggregates used were not suitable for block making as the coefficient of uniformity of soil samples range from 0.71 – 1.89 while the coefficient of curvature lie within 2.57 to 4.80 which do not conform to standard. None of the Sandcrete block production company met the required standard dimension as specified by Nigeria Industrial standard (NIS). Test results also revealed that the water abortion capacity of all collected block samples were below 12% maximum recommended by NIS except for block industry M which recorded 12.08%. The density was between 1.59 g/cm3 – 5.05 g/cm3, greater than 1.5g/cm3 specified by NIS. The average compressive strength was between 0.21N/mm2 - 1.11N/mm2 at 14 days curing age which was less than 3.45 N/mm2 specified by NIS. It was recommended that block producing industries should be enforced by the standard organization of Nigeria to follow the recommended standard dimensions by carrying out routine check.
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    Assessment of the Conversion of Luffa cylindrical Seed Oil into Biodiesel using CaO/Metakaolin as Heterogenous Catalyst
    (IBBUL, 2021) Bisiriyu, M. T.; Salau, R. B.; Abdulkarim, A. M.; Likita, S.; Abdullahi, Z.; Paiko, Y. B.
    The efficiency of calcium oxide supported metakaolin catalyst in the transesterification of Luffa cylindrical seed oil into biodiesel was studied using standard analytical techniques. Some physicochemical properties of the seed oil were determined and the fuel quality parameters of its fatty acid methyl ester (Biodiesel) were investigated. The results obtained were: colour (reddish-brown), yield (39.23 %), specific gravity (0.90 g/cm3), kinematic viscosity (17.23 mm2/s), pH (4.72), refractive index (1.466), acid value (22.58 mgKOH/g), free fatty acid (11.29 mgKOH/g), saponification value (115.005 mgKOH/g), iodine value (39.300 mgI2/100 g) while the biodiesel properties were: colour (reddishbrown), biodiesel yield (92.29 %), API gravity (22o), refractive index (1.470), specific gravity (0.880g/cm3), kinematic viscosity (5.62 mm2/s), acid value (4.21 mgKOH/g), cloud point (7 oC), pour point (4 oC) and flash point (170 oC). The values obtained indicates that the oil may not be suitable for edible purposes due to high acid value but may be employed industrially in the manufacturing of products such as liquid soaps, paints, shampoos and biodiesel. CaO/Kaolin catalyst was found to be effective in the transesterification of the seed oil and the fatty acid methyl ester (FAMEs) produced was also found to meet most of the standards for biodiesel set by ASTM (American Society for Testing and Materials) and EN (European Norm).
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    Comparative Assessment of Macroscopic Traffic Flow Properties Estimation Methods: A Case for Moving Car Observer Method
    (ENGINEERING SCIENCE AND TECHNOLOGY INTERNATIONAL RESEARCH JOURNAL, 2017) Abdulrahman, H. S.; Almusawi, A. A.; Abubakar, Mahmud
    Different methods of estimating macroscopic traffic properties is expected to have varying results even when they are carried out on the same road and during the same time interval. A comparative assessment was carried out between traffic data collected at a point and that collected over a short section; Moving car observer method(MCO). Student’s t-test was used to evaluate both data and it was observed that there was no significant difference between them. The MCO method correlates well with conventional data collection method and it can be used as a substitute for it, assuming conventional data collection method is true
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    Comparison of Drying Shrinkage Models of IOT Concrete
    (2nd International Engineering Conference (IEC 2017) Federal University of Technology, Minna, Nigeria, 2017) Oritola, S. F.; Saleh, A. L.; Mohd Sam, A. R.; Abubakar, Mahmud; Alhaji, B.
    Problems associated with drying shrinkage of concrete is still a major source of concern in the construction industry. Due to the hygral nature of concrete, particularly the instability of the volume as a result of drying shrinkage, concrete will crack at any stage during its service life. The depletion of the environment due to huge consumption of sand for construction is another major problem. Iron ore tailings (IOT), an industrial waste, generated during the production of iron ore is utilized in concrete to lessen the environmental problems. The iron ore tailings was sourced from a local iron ore producing mine and the material was used as partial replacement for sand to produce normal weight concrete. The drying shrinkage of this concrete was compared with that of the control normal weight concrete. The ultimate drying shrinkage of the concrete samples were further studied, using three prediction models. The inclusion of iron ore tailings as fine aggregate in concrete contributed to reduction of the drying shrinkage recorded at 28, 56 and 90 days as well as the ultimate drying shrinkage. The drying shrinkage of concrete and the predicted ultimate drying shrinkage recorded by the B3 and GL2000 models agreed more closely, as compared with the recorded values obtained using ACI209R model.
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    Partial Replacement of Sand with Sawdust in Concrete Production
    (3rd Biennial Engineering Conference, Federal University of Technology, Minna, May, 2013, 2013) Abdullahi, A.; Abubakar, Mahmud; Afolayan, A.
    The rising costs of building construction in developing countries have been a source of concern to government and private developers. This study investigated the use of sawdust as partial replacement for fine aggregates in concrete production. Sawdust was used to replace fine aggregates from 0% to 50% in steps of 10%. Concrete cubes measuring 150 x 150 x 150mm were cast and their compressive strengths evaluated at 7, 14, 21 and 28 days. Increase in percentage of sawdust in concrete cubes led to a corresponding reduction in compressive strength values. From the results, the optimum sawdust content was obtained at 10% and its corresponding compressive strength at 28 days is 7.41 N/mm2 which falls within the characteristic strength of plain concrete (7 – 10 N/mm2). This concrete cannot be used for structural applications.
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    Assessment of the Compressive Strength of Concrete Produced with Fine Aggregate from Different Locations in Minna
    (3rd International Engineering Conference (IEC 2019) Federal University of Technology, Minna, Nigeria, 2019) Aminulai, H. O.; Abdullahi, A.; Abubakar, Mahmud; Abdulrahman, H. S.; Alhaji, B.; Joseph, O. F; Aliyu, S. Y
    The construction industry in Nigeria has been witnessing serious collapse of buildings resulting from the qualities of materials used in their construction. This continuous collapse necessitates the need to investigate some of the materials used in the production of the building components in order to ascertain their appropriateness. This research thus investigates the compressive strength of concrete produced using fine aggregate from different locations in Minna. Fine aggregates were obtained from Chanchaga, Maikunkele, Bosso, Lapai Gwari and Garatu areas of Minna and subjected to series of tests namely: sieve analysis, Specific gravity, bulk density, moisture content, and water absorption. Concrete samples were produced using the mix ratio 1:2:4 and the water/cement ratio of 0.6. These samples were subjected to both the slump test and compressive strength test. For each of the fine aggregates, nine cubes of concrete (150mm x 150mm x 150mm) were cast, cured and tested at 7, 14 and 28 days. The results obtained for the mean compressive strength of the concrete produced shows that they all have mean strength greater than 20N/mm2 with fine aggregate from Chanchage having the highest mean of 25.17N/mm2 at 28days of curing. Thus all the fine aggregates could be used in the production of structural lightweight concrete but for structures that require higher strength, the fine aggregate from Chanchaga is recommended
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    Assessment of Water Quality of Bosso Water-Board using Weighted Arithmetic Index Method
    (36th AGM and 16th International Annual Conference of the Nigerian Institution of Agricultural Engineers (NIAE, GOBARAU, 2015), Katsina State, 2015-10-15) Animashaun, I. M.; Otache, M. Y.; Ojodu, A. B.,; Kuti, I. A.; Bisiriyu, M. T.; Garuba, A. O
    Information on a method that can be used to ascertain status of potable water consumed by the public is very important. Water from Bosso Water-board was assessed at the Water Board and at the consumer end using Weighted Arithmetic Index Method. Water samples collected were analyzed for twelve parameters (pH, Electrical conductivity, Chloride, Total dissolve solids, Iron, Alkalinity, Nitrite, Nitrate, Zinc, Phosphate and E.coli). The results of the analysis were used in computing Water Quality Index. The index for Water-board, Location A, B, and C were 5.96, 119.13, 60.71 and 57.66, respectively. These results showed that water sample from Bosso Water-board is fit for drinking, but samples from the consumer end were unfit. The implication is that pipe borne water supply from the Boards can pose a threat to the health of the public when consumed.
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    Development of an Android Based Mobile Application for Design and Detailing of Pad Foundations to BS8110
    (Epistemics in Science, Engineering and Technology, 2017) Yusuf, A.; Aminulai, H. O.; Abdullahi, A.; Abubakar, Mahmud; Alhaji, B.
    Many innovative computer software have been developed to perform the task of designing and detailing structural elements such as beams, columns, slabs and foundations. This design and detailing can be done using mobile devices but software developed to operate on such devices have not been fully developed. However, this research is aimed at developing an android based mobile application for the design of pad foundations to Bs8110. The mobile application developed designs isolated axially loaded-only; axially loaded with moment pad footings as well as combined pad footings. The mobile application developed was tested using three typical test parameters and results compared to the manual computations. There was no significant variation in the steel sections required and provided for the manual design and that generated by the mobile application. The steel required by manual design for the axially loaded pad footing was 835mm2/m and that generated by the application was 837.2mm2/m. That of the axially loaded with moment gave required steel section as 1019mm2/m using manual design. This android based mobile application would thus give the structural engineer the leverage to design pad footings anywhere and anytime.
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    Investigation of headway distribution of traffic dominated by motorcycles
    (8th Advanced Engineering Days (AED) – 8 December 2023 – Mersin, Türkiye, 2023) Abdulrahman, H. S.; Kolo, S. S.; Abubakar, Mahmud; Shehu, M.
    The use of lower class vehicles such as two or three wheelers have become the preferred urban transport in some developing countries. However, most of the traffic theories adopted are from developed countries where cars are prevalent. The headway probability distribution models can be used to describe vehicle-to-vehicle interactions. Most of these distributions are parametric and makes an underlining assumption about the data. A case study was conducted to investigate the performance of the different probability distributions that best describes the vehicle to vehicle interaction of motorcycle dominated road in Bida, Niger state Nigeria. The different parametric distributions and non-parametric distribution (Kernel) of the data were tested for the goodness-of-fit. The test results indicate that the kernel distribution fits best with improved P-values which in turn gives a better description for the headways than other distribution models considered. This study can serve as a foundation for developing generalized headway models in developing countries