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THE EMPIRICAL RELATIONSHIPS BETWEEN DYNAMIC PENETRATION TEST (DPT) AND SEISMIC VELOCITIES

N. Ayten UYANIK

First published: 2012-06-18https://doi.org/10.5593/sgem2012/s06.v2016View metrics

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Title
THE EMPIRICAL RELATIONSHIPS BETWEEN DYNAMIC PENETRATION TEST (DPT) AND SEISMIC VELOCITIES
Authors
N. Ayten UYANIK
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2012 12th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2012
Pages
655 - 660 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References18
  1. Stokoe KH, and Woods RD, In-situ Shear Wave Velocity by Cross-hole Method. Soil Mech. and Foundation Div. 98. 1972.

  2. Wadhawa RS, Ghosh N, Chaudhari MS., Subba Rao Ch, and Mukhopadhyay R, Pre and post-excavation cross-hole seismic and geotomographic studies for a Nuclear Power Project J. Ind. Geophys. Union, 2005, 9(2), pp137-146.

  3. Gilbert P, Iterative methods for the thr ee-dimensional reconstruction of an object from Projections, J.Keor.Birl., 1972, 36, pp105-117.

  4. Fitterman DV, Fundamentals of Seismic Tomography, SEG, Geophysical Monograph Series Number:6 ISBN 0-931830-56-7,USA, 1994.

  5. Fratta D, and Santamarina JC., Shear Wave Propagation in Jointed Rock - State of Stress. Géotechnique, 2002, 52(7), 495-505.

  6. Wang YH, and Rao Y, Cross-hole seismic waveform tomography-1.Strategy for real data application. Geophysical Journal Interna, 2006.

  7. Hartge KH, and Bachmann J, In-situ evaluation of the soil consolidation state by using penetration resistance data. J. Plant Nutr. Soil Sci. 2004, p167, pp304–308.

  8. Uyan ık O, and Çekmen V, 2009. The estimation of compressive and shear strengths of soils from seismic velocities. İstanbul Yerbilimleri Dergisi, 22 (2), pp 95-104.

  9. Çekmen V., Determination of shear resistance parameters from seismic velocities. SDU Geophysics Engineering Department M.Sc. Thesis, Isparta, Turkey, 2009, p.101. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

  10. Stokoe KH, and Woods RD, In-situ Shear Wave Velocity by Cross-hole Method. Soil Mech. and Foundation Div. 98. 1972.

  11. Wadhawa RS, Ghosh N, Chaudhari MS., Subba Rao Ch, and Mukhopadhyay R, Pre and post-excavation cross-hole seismic and geotomographic studies for a Nuclear Power Project J. Ind. Geophys. Union, 2005, 9(2), pp137-146.

  12. Gilbert P, Iterative methods for the thr ee-dimensional reconstruction of an object from Projections, J.Keor.Birl., 1972, 36, pp105-117.

  13. Fitterman DV, Fundamentals of Seismic Tomography, SEG, Geophysical Monograph Series Number:6 ISBN 0-931830-56-7,USA, 1994.

  14. Fratta D, and Santamarina JC., Shear Wave Propagation in Jointed Rock - State of Stress. Géotechnique, 2002, 52(7), 495-505.

  15. Wang YH, and Rao Y, Cross-hole seismic waveform tomography-1.Strategy for real data application. Geophysical Journal Interna, 2006.

  16. Hartge KH, and Bachmann J, In-situ evaluation of the soil consolidation state by using penetration resistance data. J. Plant Nutr. Soil Sci. 2004, p167, pp304–308.

  17. Uyan ık O, and Çekmen V, 2009. The estimation of compressive and shear strengths of soils from seismic velocities. İstanbul Yerbilimleri Dergisi, 22 (2), pp 95-104.

  18. Çekmen V., Determination of shear resistance parameters from seismic velocities. SDU Geophysics Engineering Department M.Sc. Thesis, Isparta, Turkey, 2009, p.101. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

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