Abstract
An investigation was carried out in Uyo
town, Akwa Ibom state to determine the Subsurface Stratigraphy and engineering
geological Properties of soils for construction purposes. Eleven boreholes were
drilled in different locations across Uyo town to a maximum depth of 20m. Cone
penetration tests and standard penetration tests were also carried out on the
field and soil samples were obtained for moisture content, atterberg limits,
particle size distribution, compaction and triaxial tests. The subsurface
stratigraphic profile of Uyo consists from top to bottom of silty clays (0-3m),
sandy clays (3-15m) and sand (10-20m) respectively. Engineering geological
properties of the soils reveal that the low to intermediate plasticity clays
are firm and expected to yield relatively high shear strengths. Standard penetration
tests and pile bearing capacity analysis indicate that the sands are suitable
foundation materials for construction. The design of a pile foundation using
end bearing steel piles terminated within the sand substratum is recommended for the
construction of civil engineering structures.
Keywords:
Engineering properties, Subsurface Stratigraphy, Foundation, Pile Bearing
Capacity.