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Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini

Year 2009, Volume: 22 Issue: 2, 95 - 104, 19.03.2012

Osman Uyanık Veysel Çekmen

Abstract

The Estimation of Compressive and Shear Strengths of Soils from Seismic Velocities

Keywords

Basınç mukavemeti kesme mukavemeti zemin sismik hızlar deneysel ilişki

References

  • Bachmann, J., Contreras, K., Hartge, K.H., and MacDonald, R., 2006, Comparison of soil strength data obtained in-situ with penetrometer and with vane shear test, Soil and Tillage Research, 87, 112118.
  • Büyükköse, N., 1983, Sondaj kuyularında uygulanan sismik direk dalga yöntemleri, EİEİ, Ankara.
  • Cha, M., and Gye, C., 2007, Shear strength estimation of sandy soils using shear wave velocity, Geotechnical Testing Journal, 30 (6), 484-495.
  • Coates, D.F., 1970, Rock Mechanics Principles: Mines Branch Monographs, No. 874.
  • Coulomb, C.A., 1776, Essai sur une application de regles des mazimis and minimis Farchitecture, Mem.Acad.Ro pres divers Savants, 7 s. 38 Paris.
  • Çekmen, V., 2009, Kayma direnç parametrelerinin sismik hızlar ile belirlenmesi, S.D.Ü. Fen Bilimleri Enstitüsü, Yüksek Lisans Tezi, s. 101. Isparta.
  • Fitterman, D.V., 1994, Fundamentals of seismic tomography. SEG, Geophysical Monograph Series Number:6 ISBN 0-931830-56-7, USA.
  • Fratta, D., and Santamarina, J.C., 2002, Shear wave propagation in jointed rock-state of stress, Géotechnique. 52 (7), 495-505.
  • Gilbert, P., 1972, Iterative methods for the threedimensional reconstruction of an object from projections, J.Keor.Birl., 36, 105-117
  • Hardin, B.O., and Black, W.L., 1968, Vibration modulus of normally consolidated clays, Journal of the Soil Mechanics and Foundation Division, ASCE, 94 (SM2), 353-369.
  • Hardin, B.O., and Drnevich, V.P., 1972, Shear modulus and damping in soils, Journal of the Soil Mechanics and Foundation Division ASCE, 98 (SM7), 667-692.
  • Hartge, K.H., and Bachmann, J., 2004, In situ evaluation of the soil consolidation state by using penetration resistance data, J. Plant Nutr. Soil Sci. 167, 304-308.
  • Imai, T., and Yoshimura, M., 1976, The relation of mechanical properties of soils to P- and S-Wave velocities for soil ground in Japan, Urana Research Institute, OYO Corporation.
  • Jongmans, D., 1992, The application of seismic methods for dynamic characterization of soils. Bulletin of International Association of Engineering Geology, 46, 63-69.
  • Keçeli, A.D., 1990, Zemin emniyet gerilmesinin sismik metodlar ile tayini, Jeofizik Dergisi, 4, 83-92 Ankara.
  • Mohr, O., 1900, Die Elastizitategrenze and Bruch eines materials.
  • Ohkuba, T., and Terasaki, A., 1976, Physical property and seismic wave velocity of rocks, OYO Corporation, Japan.
  • Phillips, D.E., Han, D.H., and Zoback, M.D., 1989, Empirical relationships among seismic velocity, effective pressure, porosity, and clay content in sandstone, Geophysics, 54 (1) 82-89.
  • Pyrak-Nolte, L.J., Roy, S., and Mullenbach, B.I., 1996, Interface waves propagated along a fracture. Journal of Applied Geophysics, 35: 79-87.
  • Schulze, W.E. 1943. “Grundbau”, Deutche Forschungsgesellschaft für Bodenmechanik, 7th ed., B.G. Taubner Publishers, Leipzig, Germany. Also available: ,Technical University of İstanbul, Issue 48, No DK624-15, Uçler Printing House, İstanbul, Turkiye.
  • Stokoe, K.H., and Woods, R.D., 1972, In-situ shear wave velocity by cross-hole method. Soil Mechanics and Foundation Division, 98, May.
  • Sully, J.P., and Campanella, R.G., 1995, Evaluation of in-situ anisotropy from cross-hole and down-hole shear wave velocity measurements, Geotechnique, 45 (2), 267-282.
  • Tahtam, R.H., 1982, Vp/Vs and lithology, Geophysics, 47, 336-344.
  • Terzaghi, K., 1943, Theoretical Soil Mechanics, Wiley New York.
  • Tezcan, S.S., Özdemir, Z., and Keçeli, A., 2006, Allowable bearing capacity of shallow foundations based on shear wave velocity, Journal of Geotechnical and Geological Engineering, Netherlands, 24, 203-218.
  • Tezcan, S.S., Keçeli, A. ve Özdemir, Z., 2008, Zemin ve kayaçlarda emniyet gerilmesinin sismik yöntem ile belirlenmesi, Şantiye Dergisi Sayı:244 s. 122125.
  • Türker, E., 1991, Kayaçların kohezyon ve içsel sürtünme açılarının sismik hızlar yardımı ile saptanması, AÜ. Isparta Müh. Fak. Dergisi Jeoloji Müh. Seksiyonu 1l Sayı 6, Isparta.
  • Türker, E., 2004, Computation of ground bearing capacity from shear wave velocity, In: Bergman, D. and Inan, E. (Ed.), Proceedings, Tenth International Symposium on Continuous Models and Discrete Systems 10: Kluwer, Netherlands, 173-180.
  • Ulugergerli E.U., and Uyanık, O., 2007, Statistical correlations between seismic wave velocities and SPT blow counts and the relative density of soils, Journal of Testing and Evaluation, 35 (2), 187-191.
  • Uyanık, O., 1991, Kaya mekaniği ve jeofizik laboratuar parametrelerinin ilişkilendirme açısından önemi. (Lisans Tezi), D.E.U. Müh. Mim. Fak. Jeofizik Müh. Böl. Bornova-İzmir.
  • Uyanık, O., 1999, Kayaçlarda sismik hızlar ve kayma direncinin incelenmesi, 52. Türkiye Jeoloji Kurultayı Bildiriler Kitabı, 10-12 Mayıs, Ankara. Uyanık, O. ve Türker, A.E., 2007, Fethiye-Eşen II HES şalt ve santral sahasındaki potansiyel heyelanının yerteknik özellikleri ve yorumu, SDÜ Fen Bilimleri Enstitüsü Dergisi, 11,1, s: 84-90, Isparta.
  • Uyanık, O., and Ulugergerli, E.U., 2008, Quality control of compacted grounds using seismic velocities, Near Surface Geophysics, 6 (5), 299-306.
  • Wadhwa, R.S., Ghosh, N., Chaudhari, M.S., Rao, CH.S., and Mukhopadhyay, R., 2005, Pre- and post-excavation cross-hole seismic and geotomographic studies for a nuclear power project, Journal India Geophysics Union, 9 (2), 137-146.
  • Wang, Y.H., and Rao Y., 2006, Cross-hole seismic waveform tomography-1.Strategy for real data application, Geophysical Journal International, 166, 1224-1236.
  • Whalley, W.R., Leeds-Harrison, P.B., Clark, L.J., and Gowing, D.J.G., 2004, Use of effective stress to predict the penetrometer resistance of unsaturated agricultural soils, Soil and Tillage Research, 84 (2005), 18-27.
  • Willkens, R., Simmons G., and Caruso, L., 1984, The ratio Vp/Vs as a discriminant of composition for siliceous limestones. Geophysics, 49 (11), 18501860.

Year 2009, Volume: 22 Issue: 2, 95 - 104, 19.03.2012

Osman Uyanık Veysel Çekmen

Abstract

References

  • Bachmann, J., Contreras, K., Hartge, K.H., and MacDonald, R., 2006, Comparison of soil strength data obtained in-situ with penetrometer and with vane shear test, Soil and Tillage Research, 87, 112118.
  • Büyükköse, N., 1983, Sondaj kuyularında uygulanan sismik direk dalga yöntemleri, EİEİ, Ankara.
  • Cha, M., and Gye, C., 2007, Shear strength estimation of sandy soils using shear wave velocity, Geotechnical Testing Journal, 30 (6), 484-495.
  • Coates, D.F., 1970, Rock Mechanics Principles: Mines Branch Monographs, No. 874.
  • Coulomb, C.A., 1776, Essai sur une application de regles des mazimis and minimis Farchitecture, Mem.Acad.Ro pres divers Savants, 7 s. 38 Paris.
  • Çekmen, V., 2009, Kayma direnç parametrelerinin sismik hızlar ile belirlenmesi, S.D.Ü. Fen Bilimleri Enstitüsü, Yüksek Lisans Tezi, s. 101. Isparta.
  • Fitterman, D.V., 1994, Fundamentals of seismic tomography. SEG, Geophysical Monograph Series Number:6 ISBN 0-931830-56-7, USA.
  • Fratta, D., and Santamarina, J.C., 2002, Shear wave propagation in jointed rock-state of stress, Géotechnique. 52 (7), 495-505.
  • Gilbert, P., 1972, Iterative methods for the threedimensional reconstruction of an object from projections, J.Keor.Birl., 36, 105-117
  • Hardin, B.O., and Black, W.L., 1968, Vibration modulus of normally consolidated clays, Journal of the Soil Mechanics and Foundation Division, ASCE, 94 (SM2), 353-369.
  • Hardin, B.O., and Drnevich, V.P., 1972, Shear modulus and damping in soils, Journal of the Soil Mechanics and Foundation Division ASCE, 98 (SM7), 667-692.
  • Hartge, K.H., and Bachmann, J., 2004, In situ evaluation of the soil consolidation state by using penetration resistance data, J. Plant Nutr. Soil Sci. 167, 304-308.
  • Imai, T., and Yoshimura, M., 1976, The relation of mechanical properties of soils to P- and S-Wave velocities for soil ground in Japan, Urana Research Institute, OYO Corporation.
  • Jongmans, D., 1992, The application of seismic methods for dynamic characterization of soils. Bulletin of International Association of Engineering Geology, 46, 63-69.
  • Keçeli, A.D., 1990, Zemin emniyet gerilmesinin sismik metodlar ile tayini, Jeofizik Dergisi, 4, 83-92 Ankara.
  • Mohr, O., 1900, Die Elastizitategrenze and Bruch eines materials.
  • Ohkuba, T., and Terasaki, A., 1976, Physical property and seismic wave velocity of rocks, OYO Corporation, Japan.
  • Phillips, D.E., Han, D.H., and Zoback, M.D., 1989, Empirical relationships among seismic velocity, effective pressure, porosity, and clay content in sandstone, Geophysics, 54 (1) 82-89.
  • Pyrak-Nolte, L.J., Roy, S., and Mullenbach, B.I., 1996, Interface waves propagated along a fracture. Journal of Applied Geophysics, 35: 79-87.
  • Schulze, W.E. 1943. “Grundbau”, Deutche Forschungsgesellschaft für Bodenmechanik, 7th ed., B.G. Taubner Publishers, Leipzig, Germany. Also available: ,Technical University of İstanbul, Issue 48, No DK624-15, Uçler Printing House, İstanbul, Turkiye.
  • Stokoe, K.H., and Woods, R.D., 1972, In-situ shear wave velocity by cross-hole method. Soil Mechanics and Foundation Division, 98, May.
  • Sully, J.P., and Campanella, R.G., 1995, Evaluation of in-situ anisotropy from cross-hole and down-hole shear wave velocity measurements, Geotechnique, 45 (2), 267-282.
  • Tahtam, R.H., 1982, Vp/Vs and lithology, Geophysics, 47, 336-344.
  • Terzaghi, K., 1943, Theoretical Soil Mechanics, Wiley New York.
  • Tezcan, S.S., Özdemir, Z., and Keçeli, A., 2006, Allowable bearing capacity of shallow foundations based on shear wave velocity, Journal of Geotechnical and Geological Engineering, Netherlands, 24, 203-218.
  • Tezcan, S.S., Keçeli, A. ve Özdemir, Z., 2008, Zemin ve kayaçlarda emniyet gerilmesinin sismik yöntem ile belirlenmesi, Şantiye Dergisi Sayı:244 s. 122125.
  • Türker, E., 1991, Kayaçların kohezyon ve içsel sürtünme açılarının sismik hızlar yardımı ile saptanması, AÜ. Isparta Müh. Fak. Dergisi Jeoloji Müh. Seksiyonu 1l Sayı 6, Isparta.
  • Türker, E., 2004, Computation of ground bearing capacity from shear wave velocity, In: Bergman, D. and Inan, E. (Ed.), Proceedings, Tenth International Symposium on Continuous Models and Discrete Systems 10: Kluwer, Netherlands, 173-180.
  • Ulugergerli E.U., and Uyanık, O., 2007, Statistical correlations between seismic wave velocities and SPT blow counts and the relative density of soils, Journal of Testing and Evaluation, 35 (2), 187-191.
  • Uyanık, O., 1991, Kaya mekaniği ve jeofizik laboratuar parametrelerinin ilişkilendirme açısından önemi. (Lisans Tezi), D.E.U. Müh. Mim. Fak. Jeofizik Müh. Böl. Bornova-İzmir.
  • Uyanık, O., 1999, Kayaçlarda sismik hızlar ve kayma direncinin incelenmesi, 52. Türkiye Jeoloji Kurultayı Bildiriler Kitabı, 10-12 Mayıs, Ankara. Uyanık, O. ve Türker, A.E., 2007, Fethiye-Eşen II HES şalt ve santral sahasındaki potansiyel heyelanının yerteknik özellikleri ve yorumu, SDÜ Fen Bilimleri Enstitüsü Dergisi, 11,1, s: 84-90, Isparta.
  • Uyanık, O., and Ulugergerli, E.U., 2008, Quality control of compacted grounds using seismic velocities, Near Surface Geophysics, 6 (5), 299-306.
  • Wadhwa, R.S., Ghosh, N., Chaudhari, M.S., Rao, CH.S., and Mukhopadhyay, R., 2005, Pre- and post-excavation cross-hole seismic and geotomographic studies for a nuclear power project, Journal India Geophysics Union, 9 (2), 137-146.
  • Wang, Y.H., and Rao Y., 2006, Cross-hole seismic waveform tomography-1.Strategy for real data application, Geophysical Journal International, 166, 1224-1236.
  • Whalley, W.R., Leeds-Harrison, P.B., Clark, L.J., and Gowing, D.J.G., 2004, Use of effective stress to predict the penetrometer resistance of unsaturated agricultural soils, Soil and Tillage Research, 84 (2005), 18-27.
  • Willkens, R., Simmons G., and Caruso, L., 1984, The ratio Vp/Vs as a discriminant of composition for siliceous limestones. Geophysics, 49 (11), 18501860.
There are 36 citations in total.

Details

Primary Language Turkish
Journal Section Makaleler
Authors

Osman Uyanık This is me

Veysel Çekmen This is me

Publication Date March 19, 2012
Published in Issue Year 2009 Volume: 22 Issue: 2

Cite

APA Uyanık, O., & Çekmen, V. (2012). Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini. İstanbul Yerbilimleri Dergisi, 22(2), 95-104.
AMA Uyanık O, Çekmen V. Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini. İstanbul Yerbilimleri Dergisi. March 2012;22(2):95-104.
Chicago Uyanık, Osman, and Veysel Çekmen. “Zeminlerin Basınç Ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini”. İstanbul Yerbilimleri Dergisi 22, no. 2 (March 2012): 95-104.
EndNote Uyanık O, Çekmen V (March 1, 2012) Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini. İstanbul Yerbilimleri Dergisi 22 2 95–104.
IEEE O. Uyanık and V. Çekmen, “Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini”, İstanbul Yerbilimleri Dergisi, vol. 22, no. 2, pp. 95–104, 2012.
ISNAD Uyanık, Osman - Çekmen, Veysel. “Zeminlerin Basınç Ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini”. İstanbul Yerbilimleri Dergisi 22/2 (March 2012), 95-104.
JAMA Uyanık O, Çekmen V. Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini. İstanbul Yerbilimleri Dergisi. 2012;22:95–104.
MLA Uyanık, Osman and Veysel Çekmen. “Zeminlerin Basınç Ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini”. İstanbul Yerbilimleri Dergisi, vol. 22, no. 2, 2012, pp. 95-104.
Vancouver Uyanık O, Çekmen V. Zeminlerin Basınç ve Kesme Mukavemetlerinin Sismik Hızlardan Tahmini. İstanbul Yerbilimleri Dergisi. 2012;22(2):95-104.