Open Access Open Access  Restricted Access Subscription or Fee Access

Economic Importance of Laterite Deposit in Oke-Oyi Area, Ilorin, Nigeria

Olatunji K.J., Olota B.A.

Abstract


Two soil samples A and B were taken from Oke-Oyi, Kwara state, North Central, Nigeria. The water content of the samples are 5.8% and 6.5 for sample A and B respectively. This shows the variability in water table in the area. The specific gravities values are 2.7 and 2.78 for samples A and B, this is an indicator of inorganic soil. Grain size analysis show the laterite to be sandy gravels with excellent workability as construction material which can resist erosion. Soil sample A and B falls on the CL zone on plasticity chart, this implies that they are not permeable to water and useful for construction purposes. The compaction test result for sample A when compared at energies of standard and modified Proctor gives optimum moisture content of 15.0% and 15.0% respectively, and maximum dry densities of 1.80 g/cm3 and 1.83 g/cm3, while sample B when compacted at energies of standard and modified gives optimum moisture content of 15.0% and 15.0% respectively and maximum dry density of 1.83 g/cm3 and 1.79 g/cm3. Notwithstanding, the values obtained for the specific gravities, grain size analysis, Atterberg limits and compaction tests meet the requirements of soils to be used as construction material. The California Bearing Ratio (CBR) values for soaked and unsoaked when compacted at energy of standard Proctor and modified Proctor range from 2 to 5% for both samples which make them good for sub-base material. The deposit should be evaluated and processed for mining for appropriate purposes.

 


Full Text:

PDF

References


Asphalt Institute. The Asphalt Handbook: Manual Series No. 4 (MS-4), Asphalt Institute Building; 1962.

Agbede OA. Characteristics of Tropical Red Soils as Foundation Materials. Nigerian Journal of Science. 1992;26:237–242.

Amadi AN, Eze CJ, Igwe CO, Okunlola IA, Okoye NO. Architect’s and Geologist’s view on the causes of building failures in Nigeria. Modern Applied Science. 2012;6(6):31–38.

ASTM D1557-12. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). 2021.

Bardossy G, Aleva GJJ. Lateritic Bauxites. Development in Economic Geology. 1990;27:624.

BS EN ISO 17892-2:2014. Geotechnical investigation and testing-laboratory testing of soil. Determination of bulk density.

BS 1377-2:2022. Methods of test for soils for civil engineering purposes-Classification tests and determination of geotechnical properties.

De Graft-Johnson JWS. Lateritic gravel evaluation of road construction. J soil MechDivAmstSoc Civil Eng. 1972;98:1245–1265.

Holtz RD, Cubbs FS. Relationship between Atterberg Limits and Volume Change Potential. Journal of Mountain Science. 1936;12(6):1471–1483.

Lambe TW, Whiteman RV. Soil Mechanics. John Wiley and Sons Inc. New York; 1969.

Madu RM. An Investigation into the Geotechnical and Engineering Properties of some Laterites of Eastern Nigeria, Engineering Geology. 1977;11(2):101–125.

MacDonald A, Davies J, Calow J, Calow R, Clinton J. Developing Groundwater: A Guide to Rural Water Supply. Rugby, UK, ITDG Publishing; 2005.

Madedor AC. Pavement Design Guidelines and Practice for Different Geological Areas in Nigeria in: Ola SA (Ed.) Tropical Soils of Nigeria in Engineering Practices. A.A. Balkema, Rotterdam; 1983. pp. 91–297.

Mohammed AO, Paleologos EK. Fundamentals of Geoenvironmental Engineering. Elsevier Inc.; 2018. pp. 122–169.

Ojo GP, Igbokwe UG, Nwozor KK, Egbuachor CJ. Geotechnical Properties of the Laterite Overburden Materials on the Charnockite and Genesis Complexes in Opele-Owo Area, Southwestern Nigeria. American Journal of Engineering Research (AER). 2016;5(9):53–59.

Oke SA, Okeke OE, Amadi NA, Onoduku US. Geotechnical Properties of the Subsoil for Designing Shallow Foundation in some selected parts of Chanchaga Area, Minna, Nigeria. Journal of Environmental Science. 2009;1(1):45–54.

Salter RJ. Highway Design and Construction. Macmillan Education Ltd., London; 1988. pg. 341.

Sidi MW, Thaffa AB, Garga AB. Geotechnical Investigation of Soil around Arawa-Kundulum area of Gombe Town, North-Eastern Nigeria. IOSR J Appl Geol Geophys. 2015;3(1):7–15. doi:10.9790/0990-0311715

Wagner AA. The use of Unified Soil Classification System by the Bureau of Reclamation. In: Proceedings 4th International Conference on Soil Mechanics and Foundation Engineering, London. 1975:125.

Williams AAB, Donaldson GW. Building on expansive soils in South Africa, 1976–1980. In: Proceedings of the 4th International Conference on Expansive Soils. ASCE Publication, Volume 2; 1980.


Refbacks

  • There are currently no refbacks.