Browsing by Author "Okunlola, I. A."

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    Geotechnical Assessment of Clay Deposits in Minna, North-Central Nigeria for Use as liners in Sanitary Landfill Design and Construction
    (American Journal of Environmental Protection, published by Science and Education Publishing, 2015) Amadi, A. N.; Okunlola, I. A.; Eze, C. J.; Jimoh, M. O.; Unuevho, C. I.; Abubakar, F.
    Abstract Sanitary landfills are waste disposal method that functions without creating nuisance to the environment. It confines waste to the available area, reduce waste to the minimum practical volume. The waste in a landfill reacts to release a cocktail of contaminants called leachate, which posses treat to the surrounding environment (soil and groundwater). Therefore, barrier soils are required for the lining of a landfill to prevent seepage of leachate into the surrounding groundwater and subsequent contamination of the groundwater system. Some clay in Minna was assessed using geotechnical techniques to determine its suitability as barrier soils. Five samples of clay were subjected to grain size analysis, atterberg limits, compaction tests and mineralogy test. From the grain size analysis and the atterberg limit, the soil is classified as a clayey material. The liquid limit ranged from 45.5%-61% with a mean value of 51.8% which is an indication of high plasticity and low hydraulic conductivity, the plastic limit ranged from 29.2%-35.8% with a mean value of 32.44% and its plasticity index ranged from 13.7%-25.2% with a mean value of 19.37% which implies that the clay can withstand volumetric shrinkage on drying and exhibit a low to medium swelling potential when wet. The compaction test reveal an optimum moisture content(OMC) ranging from 17.7% to 24% with a mean value of 19.94% and a maximum dry density (MDD) that varied from 1.59g/cm3 to 1.76g/cm3 with a mean value of 1.7g/cm3. This results of these geotechnical analysis suggests that the clay in the area meets the requirement for a barrier soil. The X-ray diffraction analysis reveals the presence of kaolinite dominated clay and mixed clay (kaolinite-illite). These minerals have the capability to attenuate and contain leachates from wastes. Hence, the studied clays are good barrier soils.
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    Investigation of Some Factors Responsible for Gully Erosion Activities along River Yashi, Minna, North-Central Nigeria
    (Environmental Technology & Science Journal (ETSJ), 2016-06) Abdulfatai, I. A.; Okunlola, I. A.; Salihu, H. D.; Omanayin, Y. A.; Abubakar, A. E.
    Investigation of some factors contributing to the propagation of gully erosion along River Yashi, Minna, North-Central Nigeria has been conducted. Field observations of anthropogenic factors and geochemical properties of soil along River Yashi were determined. The anthropogenic factors observed to contribute to the gully growth include soil excavation along the river bank and on the river bed, building on the flood plain and farm practices. Geotechnical field index properties of soil were determined followed by some laboratory index and performance tests. The outcome of the investigation indicated that; the natural moisture content varied from 8.49 to 18.21 % with an average of 12.93 %; the uncompacted bulk density (UBD) is between 0.98 to 1.23 kg/m3 with an average of 1.10kg/m3 and the compacted bulk density (CBD) is from 1.27 to 1.52kg/m3 with an average of 1.38kg/m3; the specific gravity varies through 2.15 to 2.68 and an average of 2.35; the sieve analysis result showed that coefficient of uniformity (Cu) is from 0 to 20.45 with an average of 7.63 while coefficient of curvature (Cc) is from 0 to 1.01 with an average of 0.64; the plasticity index extend from 0 to 5.63% while the average is 5.54%; the compaction result shows that the optimum moisture content (OMC) varies from 9.90 to 12.39% with an average of 11.39% while the maximum dry density (MDD) ranges from 2.14 to 2.42mg/m3 with an average of 2.2mg/m3; the triaxial shear test result shows that the angle of internal friction (AF) is from 6° to 11° with an average of 9° and the cohesion (C) is from 19 to 32kg/m2; the permeability ranges from 1.93 x 10-3 to 2.49 x 10-3cm/sec and the average is 2.14 x 10-3. The results of geotechnical tests show favourable soil condition for gully erosion growth. Slope stability, construction of rip-rap with weeping holes, cultural or vegetation method among others has been suggested as control measures.