Abstract

A geophysical survey involving the electrical resistivity method utilizing the Vertical Electrical Sounding (VES) and Electrical Imaging Techniques was conducted around the premises of an area within south-western Nigeria with the aim of studying structural defects which may be responsible for future problems and characterizing the soil conditions of the site. A total of 15 VES stations were occupied using Schlumberger Configuration with AB/2 varying from 1 to 65 m. In the electrical imaging, dipole-dipole array was adopted and the two traverses were occupied in the S-N and E-W directions close to where wall cracks and subsurface problems were manifested. Five main geoelectric sequences were delineated within the study area; these include the topsoil (clay and sandy clay), lateritic clay, weathered bedrock (clay, sandy clay and clayey sand), fractured bedrock and fresh basement. A major discontinuity (fracture zone) was discovered along the S-N direction, while a weak zone was also discovered along E-W direction. The result of this research has shown that the causes of the cracks and distress on the walls within the site may have been influenced by the differential settlement resulting from the incompetent subsoil materials and the fractured bedrock on which the foundation of the building was laid.

Highlights

  • With the growing demand for site development and unpleasant experience of building failure, there is increasing number of necessary site investigations to reveal possible subsurface problems

  • It was observed that a nearby stream that flows beneath a local bridge gradually seeps through the sandy clay compartments on the western flank towards the eastern flank to the weak zone observed between stations 6 and 11

  • A major discontinuity was identified by the electrical imaging on bedrock along the S-N direction. This would have been the reason for differential settlement, since it was confirmed that the foundation of the structure was placed on this weak bedrock

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Summary

Introduction

With the growing demand for site development and unpleasant experience of building failure, there is increasing number of necessary site investigations to reveal possible subsurface problems. Geophysical investigations are important in evaluating the physical properties of the subsurface in terms of its soil type, soil competence, soil corrosivity, depth to bedrock and lithologic sequence. For reasons of cost and other considerations such as assumptions in structural design, sometimes fail to incorporate pre-construction investigations in their job schedule. A geophysical investigation is necessary for the site to reveal possible future subsurface problems and proffer possible solutions before the erection of buildings

Study Area
Field Curves
Synthesis of Results
Subsoil Evaluation of the Study Area
Findings
D FRACTURE ZONE
Conclusion
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