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ReserarchID
8CZ9P
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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This paper attempted to assess the attitudes of students in
Advances in technology have created the potential for a new
Inclusion has become a priority on the global educational agenda,
The use of static analysis and in situ methods were adopted to evaluate the capacity of piles innon cohesive soils of a typical sedimentary formation. The piles were for a proposed five span five span bridge along road dualisation project traversing Northwestern and Northeastern Nigeria. The results shows that the bearing capacity of piles were higher by the static method than those evaluated by in situ techniques. Specifically, the capacity of piles ranges from 2829 -12,147 kN and 2454 -6009 kN for static analysis and in situ method respectively. The latter method has proved to be more reliable and shows more inherent agreement than the static method.
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