Geotechnical assessment of fractured limestone bedrock using DC resistivity method: a case study at New Minia City, Egypt | ||
| NRIAG Journal of Astronomy and Geophysics | ||
| Volume 9, Issue 1, January 2020, Pages 272-279 PDF (2.13 M) | ||
| DOI: 10.1080/20909977.2020.1734999 | ||
| Authors | ||
| K.S. Gemail; Salah Shebl; M. Attwa; Shokry A. Soliman; Ahmed Azab; M.H. Farag | ||
| Abstract | ||
| The new urban development is an important priority in Egypt to face a rapid increase in the population during the last few decades. As a case study, the geotechnical assessment of the New Minia City is studied applying direct current (DC) resistivity technique. In the presented study, the DC resistivity data are interpreted to (i) characterize the subsurface layer distributions, (ii) deduce the subsurface structures considering the surface geological and structural setting and borehole information and (iii) predict geotechnical parameters of the bedrock based on empirical relationships. The inversion results of DC resistivity data indicate that a lens of clay is locally capping the fractured limestone in different parts of the area. The constructed geoelectrical cross-sections show that the limestone bedrock is highly fractured regarding many normal faults trending in the NW and NE directions. In an attempt to derive empirical relationships for predicting the geotechnical parameters, the inverted resistivity values of the fractured limestone were correlated with different geotechnical parameters, Rock Quality Designation (RQD) and Unconfined Compressive Strength (UCS). It is noticed that there are good correlations between the limestone resistivity values and geotechnical parameters obtained from borehole data applying linear relations. Accordingly, the results indicate that the DC resistivity method constitutes a valuable technique to introduce a preliminary geotechnical assessment for new urban areas. | ||
| Keywords | ||
| New Minia City; DC Resistivity; Geotechnical parameters; RQD; UCS; limestone bedrock | ||
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