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1716933 Vol 9 · Issue 10 Download Paper

Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta.

Ogwo, V. E Ehibor, I. U.

Subject area: Physical Sciences and Environment  ·  Area of research: Geotechnical Evaluation of Subsoils

DOI: https://doi.org/10.64388/IREV9I10-1716933

Abstract

Foundation evaluation of sub soils was carried out in Finima Bonny Island, Eastern Niger Delta to assess the particle size distribution and bearing capacity of the soils for shallow foundation designs using strip and square footings. The investigation involved the drilling of eight boreholes to a maximum depth of 30m each and the retrieval of soil samples at 1m interval, in situ cone penetration tests and laboratory analysis of the particle size distribution of the soil. The stratigraphy of the soil consists of fine to medium to coarse dense sand with intercalations of soft, dark grey clays at various depths between 11-14m and 25-28m. Particle size distribution of the soils show uniformly graded soils in all boreholes except BH06 and BH07 which are poorly graded. Analysis of the bearing capacities of the soils for strip and square footings showed that the soils in BH06 and BH08 had the highest ultimate and allowable bearing capacities at 1.5m depth, while BH02 and BH08 had the highest values at a depth of 3.0m. For the square footing, the ultimate and allowable bearing capacity values of the soil are highest in BH06 (Qu-4304KN/m, Qallow-1722KN/m) at 1.5m depth. While BH02 (Qu-9669KN/m, Qallow-3868KN/m) is highest at 3.0m depth. The results of the particle size distribution and bearing capacity reveal that the soils are suitable foundations for light and medium load structures like bungalows and one-storey building.

Keywords

Bearing Capacity, Particle Size Distribution, Shallow Foundation Design Stratigraphy.

References

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[3] H.O. Nwankwoala – Investigation of Geotechnical Engineering properties of subsurface soils in Bonny Island, Eastern Niger delta. Nature Environment and Pollution Technology. An International Quarterly Scientific Journal. 11(4), 2012, pp.527-534.

[4] G.1. Alaminiokuma & J.I. Omigie- Geotechnical properties of soils for Civil Engineering construction in Nyuene, Bonny Island Nigeria. Canadian Journal of Pure and Applied Sciences. 12(3), 2018, pp. 4593-4600.

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[8] I.U. Ehibor & E. G. Akpokodje- The subsurface soil stratigraphy and foundation quality of soils underlying Uyo Town, Eastern Niger delta, Nigeria. Journal of Earth Sciences and Geotechnical Engineering. 9 (2) 2019, pp.1-12.

[9] I. U. Ehibor & A. C. Tse- Bearing Capacity Analysis of subsoils for shallow and deep foundation in Uyo Town, eastern Niger delta, Nigeria. International Journal of Engineering Science Technologies. 6(4) 2022, pp.20-35.

[10] N. D. Miracle, I. U. Ehibor & A. C. Udoh- Bearing capacity and foundation quality of subs oils in parts of the main campus of Akwa Ibom State University, Ikot Akpaden, Akwa Ibom State, Nigeria. 9(2) 2025, pp. 80-96.

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[13] M. U. Osakuni & T. K. S Abam- Shallow Resistivity measurements for Cathodic protectiob of piplines in the Niger delta. Environmental Geology.45(6), pp. 747-751.

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How to cite this paper

Ogwo, V. E, Ehibor, I. U. "Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta." Iconic Research And Engineering Journals Volume 9 Issue 10 2026 Page 3222-3227 https://doi.org/10.64388/IREV9I10-1716933
Ogwo, V. E, Ehibor, I. U. "Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta." Iconic Research And Engineering Journals, vol. 9, no. 10, Apr. 2026, doi: https://doi.org/10.64388/IREV9I10-1716933
Ogwo, V. E, Ehibor, I. U. (2026). Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta.. Iconic Research And Engineering Journals, 9(10). doi: https://doi.org/10.64388/IREV9I10-1716933
Ogwo, V. E, Ehibor, I. U. "Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta." Iconic Research And Engineering Journals, vol. 9, no. 10, Apr. 2026. Crossref, https://doi.org/10.64388/IREV9I10-1716933
@article{1716933,
      author = {Ogwo, V. E, Ehibor, I. U.},
      title = {Foundation Evaluation of Subsoils in Parts of Finima, Bonny Island, Eastern Niger Delta.},
      journal = {Iconic Research And Engineering Journals},
      year = {2026},
      volume = {9},
      number = {10},
      pages = {3222-3227},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1716933.pdf},
      abstract = {Foundation evaluation of sub soils was carried out in Finima Bonny Island, Eastern Niger Delta to assess the particle size distribution and bearing capacity of the soils for shallow foundation designs using strip and square footings. The investigation involved the drilling of eight boreholes to a maximum depth of 30m each and the retrieval of soil samples at 1m interval, in situ cone penetration tests and laboratory analysis of the particle size distribution of the soil. The stratigraphy of the soil consists of fine to medium to coarse dense sand with intercalations of soft, dark grey clays at various depths between 11-14m and 25-28m. Particle size distribution of the soils show uniformly graded soils in all boreholes except BH06 and BH07 which are poorly graded. Analysis of the bearing capacities of the soils for strip and square footings showed that the soils in BH06 and BH08 had the highest ultimate and allowable bearing capacities at 1.5m depth, while BH02 and BH08 had the highest values at a depth of 3.0m. For the square footing, the ultimate and allowable bearing capacity values of the soil are highest in BH06 (Qu-4304KN/m, Qallow-1722KN/m) at 1.5m depth. While BH02 (Qu-9669KN/m, Qallow-3868KN/m) is highest at 3.0m depth. The results of the particle size distribution and bearing capacity reveal that the soils are suitable foundations for light and medium load structures like bungalows and one-storey building.},
      keywords = {Bearing Capacity, Particle Size Distribution, Shallow Foundation Design Stratigraphy. },
      month = {April},
      doi = {https://doi.org/10.64388/IREV9I10-1716933}
  }