ASSESSMENT OF GEOTECHNICAL PROPERTIES OF SOILS IN AHOADA, NIGER DELTA, NIGERIA
M.U. Uzoegbu
Abstract
M.U. Uzoegbu
Abstract
This study investigates the geotechnical index properties of soil used in the construction of Road at Ahoada, Niger Delta Region. The work was carried out by assessing the suitability of the soil as a sub-grade material. The test carried out includes; Atterberg limit, particle size distribution, compaction and California bearing ratio. The range of value obtained for liquid limit was 37.0% - 39.7%, 21.3% - 25.2% for plastic limit, 14.5% -15.9% for the plasticity index. The range of values for the maximum dry density is 1.87 – 1.94%, for the optimum moisture content is 14.0 – 14.5%. The percentage that passed sieve number 200 ranges from 22.5 – 25.5%. The California bearing ratio ranges from 13 - 24% while the value from American Association of High way officials (AASHO) classification, classifies the soil as an A-2-7 Sub-grade material. These results indicates that the soil meets the specifications for soil to be used as a sub-grade material with respect to laid down guidelines by the Federal Government of Nigeria.
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This study investigates the geotechnical index properties of soil used in the construction of Road at Ahoada, Niger Delta Region. The work was carried out by assessing the suitability of the soil as a sub-grade material. The test carried out includes; Atterberg limit, particle size distribution, compaction and California bearing ratio. The range of value obtained for liquid limit was 37.0% - 39.7%, 21.3% - 25.2% for plastic limit, 14.5% -15.9% for the plasticity index. The range of values for the maximum dry density is 1.87 – 1.94%, for the optimum moisture content is 14.0 – 14.5%. The percentage that passed sieve number 200 ranges from 22.5 – 25.5%. The California bearing ratio ranges from 13 - 24% while the value from American Association of High way officials (AASHO) classification, classifies the soil as an A-2-7 Sub-grade material. These results indicates that the soil meets the specifications for soil to be used as a sub-grade material with respect to laid down guidelines by the Federal Government of Nigeria.
Key concepts: Atterberg limits, California bearing ratio, Sieve analysis, Bearing capacity, Geotechnical engineering, Soil water, Soil test, Sieve (category theory)