Analysis of Pile Capacity of In-Situ Piles In Homogeneous Sandy Soil Using Empirical and Analytical Approaches
Keywords:
Bearing capacity of piles, bored and cast in hole(BCIH), static analysis, in situ analysis, non cohesive soils
Abstract
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
Downloads
- Article PDF
- TEI XML Kaleidoscope (download in zip)* (Beta by AI)
- Lens* NISO JATS XML (Beta by AI)
- HTML Kaleidoscope* (Beta by AI)
- DBK XML Kaleidoscope (download in zip)* (Beta by AI)
- LaTeX pdf Kaleidoscope* (Beta by AI)
- EPUB Kaleidoscope* (Beta by AI)
- MD Kaleidoscope* (Beta by AI)
- FO Kaleidoscope* (Beta by AI)
- BIB Kaleidoscope* (Beta by AI)
- LaTeX Kaleidoscope* (Beta by AI)
How to Cite
Published
2012-07-15
Issue
Section
License
Copyright (c) 2012 Authors and Global Journals Private Limited
This work is licensed under a Creative Commons Attribution 4.0 International License.