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Year 2012, Volume: 4 Issue: 4, 1 - 14, 01.12.2012

Abstract

References

  • Telford, W. M., Geldart, L. P., Sheriff, R. E., Applied Geophysics, Cambridge University Press; 2nd Ed., 1990.
  • Reynolds, J. M., An Introduction to Applied and Environmental Geophysics, John Wiley and Sons Inc., 2000.
  • Loke, M. H., Tutorial: 2D and 3D Electrical Imaging Surveys. Revised Copy. Geotomo Software, Malaysia, 2004.
  • Dahlin, T., and Loke, M. H., Resolution of 2D Wenner Resistivity Imaging as Assessed by Numerical Modeling. Journal of Applied Geophysics, 38, 237-249, 1998.
  • Sheriff, R. E., Encyclopedic Dictionary of Exploration Geophysics, Society of Exploration Geophysics; 3rd Ed., 1999.
  • GoogleEarth, Version 4.2.0180.1134 (beta). http://earth.google.com., 2007.
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  • Griffiths, D. H., and Barker, R. D., Two-dimensional Resistivity Imaging and Modeling in Areas of Complex Geology. J. of Applied Geophysics, 29, 211-226, 1993.
  • deGroot-Hedlin, C., and Constable, S., Occam's Inversion to Generate Smooth, Two- dimensional Models Form Magnetotelluric Data. Geophysics, 55, 1613-1624, 1990.
  • Akturk, Ö., Assessment of Tunnel Induced Deformation Field Through 3-Dimensional Numerical Models (Necatibey Subway Station, Ankara, Turkey). The Graduate School of Natural and Applied Sciences of Middle East Technical University, Unpublished Copy of Ph.D. Thesis, 2010.
  • Doyuran, V., Necatibey İstasyonu Hat 2 Peron Tüneli Hidrojeolojik Değerlendirme Raporu, ODTÜ, Jeoloji Mühendisliği Bölümü (in Turkish)., 2006.
  • TOKER Drilling and Construction Co., Ankara Rail Transit System Kızılay Söğütözü Line Construction Works, Soil Investigations Factual Report., 2003.

SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI)

Year 2012, Volume: 4 Issue: 4, 1 - 14, 01.12.2012

Abstract

In this study, multi electrode resistivity method was applied in order to identify soil profile around Necatibey Subway Station of Kızılay-Çayyolu metro line, Ankara, Turkey. The Necatibey Metro Station is located within the alluvial deposits of Dikmen stream and the so-called Ankara clay. At the metro station a number of boreholes were drilled. However, due to the spacing of the boreholes the boundary between alluvium and Ankara clay deposits could not be separated precisely. Thus, electrical resistivity studies have been planned for the delineation of the boundaries of the two deposits. For every measurement section, Schlumberger N6-Dipole Dipole N4, Dipole Dipole N6, Schlumberger N6 and Wenner Alpha arrays were used. Measured data were interpreted by using RES2DINV software and correlated with borehole logs. According to resistivity sections taken from the location of Necatibey Station, silty clay and gravelly sand units which belong to Dikmen stream channel deposits, as well as fill material overlying and clayey levels which belong to Ankara clay underlying these units were identified. Based on borehole logs and resistivity data 3-dimensional lithological subsurface model of the survey area is constructed. The resultant 3dimensional diagrams may serve engineers as a practical tool while considering construction stages, groundwater-structure interactions within short and long term, and probable remedial measures

References

  • Telford, W. M., Geldart, L. P., Sheriff, R. E., Applied Geophysics, Cambridge University Press; 2nd Ed., 1990.
  • Reynolds, J. M., An Introduction to Applied and Environmental Geophysics, John Wiley and Sons Inc., 2000.
  • Loke, M. H., Tutorial: 2D and 3D Electrical Imaging Surveys. Revised Copy. Geotomo Software, Malaysia, 2004.
  • Dahlin, T., and Loke, M. H., Resolution of 2D Wenner Resistivity Imaging as Assessed by Numerical Modeling. Journal of Applied Geophysics, 38, 237-249, 1998.
  • Sheriff, R. E., Encyclopedic Dictionary of Exploration Geophysics, Society of Exploration Geophysics; 3rd Ed., 1999.
  • GoogleEarth, Version 4.2.0180.1134 (beta). http://earth.google.com., 2007.
  • RES2DINV, Version 3.54. Rapid 2D Resistivity and IP inversion using the Least Square Method. Geotomo Software, www.geoelectrical.com., 2004.
  • Griffiths, D. H., and Barker, R. D., Two-dimensional Resistivity Imaging and Modeling in Areas of Complex Geology. J. of Applied Geophysics, 29, 211-226, 1993.
  • deGroot-Hedlin, C., and Constable, S., Occam's Inversion to Generate Smooth, Two- dimensional Models Form Magnetotelluric Data. Geophysics, 55, 1613-1624, 1990.
  • Akturk, Ö., Assessment of Tunnel Induced Deformation Field Through 3-Dimensional Numerical Models (Necatibey Subway Station, Ankara, Turkey). The Graduate School of Natural and Applied Sciences of Middle East Technical University, Unpublished Copy of Ph.D. Thesis, 2010.
  • Doyuran, V., Necatibey İstasyonu Hat 2 Peron Tüneli Hidrojeolojik Değerlendirme Raporu, ODTÜ, Jeoloji Mühendisliği Bölümü (in Turkish)., 2006.
  • TOKER Drilling and Construction Co., Ankara Rail Transit System Kızılay Söğütözü Line Construction Works, Soil Investigations Factual Report., 2003.
There are 12 citations in total.

Details

Primary Language English
Subjects Engineering
Other ID JA66AY35BC
Journal Section Articles
Authors

Özgür Aktürk This is me

Vedat Doyuran This is me

Publication Date December 1, 2012
Published in Issue Year 2012 Volume: 4 Issue: 4

Cite

APA Aktürk, Ö., & Doyuran, V. (2012). SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI). International Journal of Engineering and Applied Sciences, 4(4), 1-14.
AMA Aktürk Ö, Doyuran V. SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI). IJEAS. December 2012;4(4):1-14.
Chicago Aktürk, Özgür, and Vedat Doyuran. “SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI)”. International Journal of Engineering and Applied Sciences 4, no. 4 (December 2012): 1-14.
EndNote Aktürk Ö, Doyuran V (December 1, 2012) SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI). International Journal of Engineering and Applied Sciences 4 4 1–14.
IEEE Ö. Aktürk and V. Doyuran, “SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI)”, IJEAS, vol. 4, no. 4, pp. 1–14, 2012.
ISNAD Aktürk, Özgür - Doyuran, Vedat. “SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI)”. International Journal of Engineering and Applied Sciences 4/4 (December 2012), 1-14.
JAMA Aktürk Ö, Doyuran V. SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI). IJEAS. 2012;4:1–14.
MLA Aktürk, Özgür and Vedat Doyuran. “SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI)”. International Journal of Engineering and Applied Sciences, vol. 4, no. 4, 2012, pp. 1-14.
Vancouver Aktürk Ö, Doyuran V. SOIL PROFILE IDENTIFICATION AROUND NECATIBEY SUBWAY STATION (ANKARA, TURKEY), USING ELECTRICAL RESISTIVITY IMAGING (ERI). IJEAS. 2012;4(4):1-14.

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