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Geoenvironmental Evaluation and Characterization of Near-Surface Subsoils for Sustainable Building Construction: An Integrated Approach

Conference paper
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Part of the Environmental Science and Engineering book series (ESE)

Abstract

Geoelectrical resistivity imaging was integrated with cone penetrating test (CPT) and standard penetrating test (SPT) for a preliminary investigation for building construction in a foreshore environment of Ilubirin Lagos, Nigeria. The two-dimensional electrical imaging revealed two inferred geoelectrical layers of loose silty sand (80.0–400 \(\Omega {\text{m}}\)) and sandy clay (2.66–50.0 \(\Omega {\text{m}}\)). An average CPT value of 10–48 km/cm2 was measured between 0.5 and 7 m. The submerged bearing pressure ranged from 8 to 65 kN/m2. Generally, geotechnical investigations revealed the subsoils characteristics to range from soft to firm clay with low to moderate shear strength. It is recommended that a deeper pile foundation type should be adopted in the construction site so that the building would transmit their loads to a more stable basal subsoil stratum within the subsurface.

Keywords

ERT Geomaterials characterization Geotechnical investigations Sustainable building Lagos-Nigeria 

Notes

Acknowledgments

The authors wish to express their appreciation to the Covenant University Centre for Research Innovation and Development (CUCRID) for sponsoring this research.

References

  1. 1.
    Oyeyemi, K.D., Olofinnade, O.M.: Geoelectrical- Geotechnical studies for near surface characterization, case history: Lagos SW Nigeria. Electron. J. Geotech. Eng. 21(10), 3735–3750 (2016)Google Scholar
  2. 2.
    Oyeyemi, K.D., Aizebeokhai, A.P., Adagunodo, T.A., Olofinnade, O.M., Sanuade, O.A., Olaojo, A.A.: Subsoil characterization using geoelectrical and geotechnical investigations: Implications for foundation studies. Int. J. Civ. Eng. Technol. 8(10), 302–314 (2017)Google Scholar
  3. 3.
    Aizebeokhai, A.P., Oyeyemi, K.D.: The use of the multiple-gradient array for geoelectrical resistivity and induced polarization imaging. J. Appl. Geophys. 111, 364–376 (2014)CrossRefGoogle Scholar
  4. 4.
    Aizebeokhai, A.P., Oyeyemi, K.D., Kayode, O.T.: Assessment of soil petrophysical parameters using electrical resistivity tomography (ERT) and induced polarization techniques. Res. J. Appl. Sci. 10(9), 479–485 (2015)Google Scholar
  5. 5.
    Aizebeokhai, A.P., Oyeyemi, K.D., Joel, E.S.: Groundwater potential assessment in a sedimentary terrain, southwestern Nigeria. Arab. J. Geosci. 9(7), 496–513 (2016).  https://doi.org/10.1007/s12517-016-2524-5CrossRefGoogle Scholar
  6. 6.
    Aizebeokhai, A.P., Oyeyemi, K.D.: Geoelectrical characterization of basement aquifers: the case of Iberekodo, Southwestern Nigeria. Hydrogeol. J. 26(2), 651–662 (2017).  https://doi.org/10.1007/s10040-017-1679-9
  7. 7.
    Aizebeokhai, A.P., Ogungbade, O., Oyeyemi, K.D.: Integrating VES and 2D ERT for near-surface characterization in a crystalline basement terrain. In: SEG Technical Program Expanded Abstracts, pp. 5401–5406 (2017)Google Scholar

Copyright information

© The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerland AG 2021

Authors and Affiliations

  1. 1.Applied Geophysics UnitCovenant UniversityOtaNigeria
  2. 2.Department of Civil EngineeringCovenant UniversityOtaNigeria
  3. 3.Department of GeologyUniversity of IbadanIbadanNigeria
  4. 4.Department of GeosciencesKing Fahd University of Petroleum and MineralsDhahranSaudi Arabia
  5. 5.Department of Building TechnologyCovenant UniversityOtaNigeria

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