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Geoelectrical and Geotechnical Investigations for Development of Superstructures at Nkpologwu Proposed Judiciary Site, Anambra Basin, Southeastern Nigeria

  • G. N. Egwuonwu
  • I. A. Okwonna
  • P. K. Okpala

Physical Science International Journal, Page 47-58
DOI: 10.9734/psij/2022/v26i230311
Published: 16 June 2022

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Abstract


Geophysical and Geotechnical surveys were integrally carried out at a proposed Judiciary site for civil development of superstructures in Nkpologwu, Anambra Basin, Southeastern Nigeria. Nkpologwu falls within 7 ̊06̍ '40” E to 7 ̊08 ' 42” E longitudes and 5 ̊56' 76” N to 5 ̊57' 78” N latitudes at about 320 m above the mean sea level. The study is aimed at interpreting the lithology of the subsurface at shallow depths in order to accentuate the competence of soil formations at the foundation depths of the site. Vertical Electrical Sounding (VES) data were acquired in the geophysical survey while various geotechnical tests were carried out to ascertain the bearing capacity of the site’s subsoil. The registered data from the VES survey were processed with WINGLET software hence, geoelectric models of at least four layers were obtained. Characterized by apparent resistivity values in the range of about 1524 to 96,561 Ωm. Geotechnical results showed values of 10.4% to 12.4% OMC, 1.95 to 2.01g/cm3 MDD, 30.0 to 39.0% CBR, 21.0 to 30.5% particle size distribution, <12% PI and <35%  LL Atterberg limit for soil samples within foundation depths at the site. Combined interpretation of the surveys showed that at foundation depths at the site were predominantly sand, laterite and sandstones delineated and these were found to meet the required standard of the Federal Ministry of works and housing for construction of superstructures. Therefore, the study provides the knowledge of the lithology and soil competence at foundation depths for future civil construction works at the site.


Keywords:
  • Geoelectric models
  • geotechnical
  • soil competence
  • foundation depths
  • superstructure
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How to Cite

Egwuonwu, G. N., Okwonna, I. A., & Okpala, P. K. (2022). Geoelectrical and Geotechnical Investigations for Development of Superstructures at Nkpologwu Proposed Judiciary Site, Anambra Basin, Southeastern Nigeria. Physical Science International Journal, 26(2), 47-58. https://doi.org/10.9734/psij/2022/v26i230311
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References

Roy S, Bhalla SK. Role of geotechnical properties of soil on civil engineering structures. Sci. Acad. Pub. 2017;7:103-109.

Han J. Recent research and development of ground column technologies. Proceedings of the Institution of Civil Engineers-Ground Improvement. 2015; 168(4):246-264.

Fang HY. Foundation engineering handbook. Springer Science & Business Media; 2013.

Egwuonwu GN, Ibe SO, Osazuwa IB. Geophysical assessment of foundation depths around a leaning superstructure In Zaria Area, Nigeria using electrical resistivity tomography. Pacific Journal of Science and Technology. 2011;12(2):472-480.

Zhao X, Zhu WD, Li YH, Li M, Li XY. Review, classification, and extension of classical soil-structure interaction models based on different superstructures and soils. Thin-Walled Structures. 2022;173: 108936.

Aizebeokhai AP, Ogungbade O, Oyeyemi KD. Integrating VES and 2D ERT for near-surface characterization in a crystalline basement terrain. SEG Technical Program Expanded Abstracts. Society of Exploration Geophysics (SEG) International Exposition and 87th Annual Meeting, 2017. Houston, Texas. 2017;540: 1–5406.

Salman AM, Thabit JM, Abed AM. Application of the Electrical Resistivity Method for Site Investigation in University of Anbar, Ar-Ramadi City, Western Iraq. Iraqi Journal of Science. 2020;1345-1352.

Nishida Y, Yokoyama K, Sekiguchi H, Matsumoto T. Mechanics base of standard penetration test values and its application to bearing capacity prediction. In Penetration Testing. Routledge. 2021;119-124.

Oyeyemi KD, Olofinnade OM, Aizebeokhai AP, Sanuade OA, Oladunjoye MA, Ede AN, Adagunodo TA, Ayara WA. Geoengineering site characterization for foundation integrity assessment. Cogent Engineering. 2020;7:1711684.

Abudeif AM, Mohammed MA, Fat-Helbary RE, El-Khashab HM, Masoud MM. Integration of 2D geoelectrical resistivity imaging and boreholes as rapid tools for geotechnical characterization of construction sites: A case study of New Akhmim city, Sohag, Egypt. Journal of African Earth Sciences. 2020;163:103734.

Olawale AA, Sunday AA, David OA, Rufus OW, Julius ST. Intercontinental Geoinformation Days. The proceedings of the 3rd Intercontinental Geoinformation Days. 2021;62.

Asadu AN, Ibe KA. Petroleum Geology of Outcropping Sediments along Imiegba Road in Etsako East Local Government Area of Edo State, Southern Anambra Basin Flank, Nigeria: Inference from Sedimentology and Organic Geochemistry. Journal of Geography, Environment and Earth Science International. 2017;10(3):1-10.

British Standard Institutions. Methods of Test for soils for Civil Engineering Purposes. B.S 1377: Part 2, 1990;8– 200.

Braja MD. Principle of geotechnical engineering. 25th Anniversory, Sixth Ed. Cengage Learning (Engineering). Pub. Co; 2010.

Prakash S, Jain PK. Engineering Soil Testing. Nem chand and Bros, Roorkee; 2002.

O’ Flaherty AC. Highway Engineering. Edward Amold Publishers, London UK, 1988;2:57.

Ezenwaka KC, Odoh BI, Ede TA. Lithofacies analysis and depositional environments of the eocene nanka sand as exposed at alor and environs, South Eastern Nigeria: Evidence from field study and granulometric analysis. Journal of Natural Sciences Research. 2015;5(17): 104-110.
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