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Research Article Open access CC BY 4.0

Analysis of Near Surface Seismic Refraction for Geotechnical Parameters in Opolo, Yenagoa of Bayelsa State

Francis Omonefe, Eteh Desmond, Oborie Ebiegberi, Oboshenure Kingsley Karo

Journal of Engineering Research and Reports · pp. 1–12 · Published 29 Apr 2019

10.9734/jerr/2019/v4i416910

Abstract

Three surface refraction seismic profiles were conducted in a site targeted for huge construction in an underdeveloped area in Opolo, Yenagoa city to portray some of the subsurface soil engineering characteristics for the purposes of construction. The Generalized Reciprocal Method (GRM) was used to interpret the acquired P and S-wave. Various shallow rock engineering parameters such as Oedometric modulus, Concentration Index, Material Index, Lame’s constant, Density Gradient, Stress Ratio, Shear modulus, Bearing capacity, and N-value were calculated in other to assess the strength of the subsurface  from a geophysical and engineering perspective. The values from the seismic velocity and strength parameters indicates that the bedrock layer (layer 3) of the area studied is characterized by more competent rock quality than layer 1 and 2. Hence, the Opolo site is suggested for construction activities with percussive measures.

Geotech seismic refraction construction site Yenagoa

Cited by 3

3D modeling of geological and geotechnical soil characterization using the MASW method: a case study in Southern Ijaw LGA, Bayelsa State, Nigeria

Bello Akpoku Macquen, Ebiegberi OBorie, Desmond Rowland Eteh · Discover Civil Engineering · 2024

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