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SOIL PARAMETERS WHICH CAN BE DETERMINED WITH SEISMIC VELOCITIES, Sismik Hızlar İle Saptanabilen Zemin Parametreleri

Yıl 2012, Cilt: 26 Sayı: 1, 17 - 29, 01.06.2012

Ali Keçeli

Öz

Anahtar Kelimeler

-

Kaynakça

  • Bowles, J. E. 1998, Foundation Analysis and Design, 6th ed., McGrow-Hill International press. Publishing Company.
  • Brown, D.W. 1992, Engineering and Design Bearing Capacity of Soils, (Engineer Manual) Department of the Army, U.S. Army Corps of Engineers, Washington, DC 20314-1000
  • Carvalho, J., Dias, R., Pinto, C., Leote, J. and Mendes, V. L. 2009, SPT seismic hazard seismic refraction soil classification. and Geotechnical Data Applied to the Soil Microzoning of Western Algarve, Portugal. European Journal of Environmental and Enginnering Geophysics 5, 3-14.
  • Fu D., Sullivan, E.C. and Marfurt, K. 2006, Rock-Property and Seismic-Attribute Analysis of a chert reservoir in Devenian Thirty-one Formation: Geophysics, Vol. 71, No.5.
  • Gardner, G. H. F., Gardner, L. W. and Gregory, A. R. 1974. Formation velocity and density—the diagnostic basics for stratigraphic traps, Geophysics 39, 770-–780.
  • Guliev, E. 2007, Vp/Vs estimation from Multicomponent Seismic Data for Improved Characterization of a Tight sanstone Gas reservoir, Colorado School of Mines , A thesis for the degree of Master of Science (Geophysics) Colorado School of Mine.
  • Hamada, G. M. 2004, Reservoir Fluids Identification Using Vp/Vs Ratio? Oil & Gas Science and Technology-Rev. IFP, Vol.59,No.6, pp.n649-654.
  • Hardin, B.O. and Black W.L. 1968, Vibration Modulus of Normally Consalidated Clays, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.94, No.SM2, pp. 353-369.
  • Hardin, B.O. and Drnevich V.P. 1972. Shear Modulus and Damping in Soils. J. Soil Mech. and Found. Div.,ASCE, 98 SM7: 667-692.
  • Hicks, G.J. 2006, Extended Elastic İmpedance and Its Relation to AVO Crossplotting and Vp/Vs EAGE 68th Conference, Vienna, Austria.
  • Imai, T. and Yoshimura M. 1972. The relation of Mechanical for civil purposes OYO Co-operation, Tokyo, Japan.
  • 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 Corp.
  • Kaptan, K., Ozdemir Z. and Tezcan S. 2011, Review A refined
  • Keçeli, A. D. 1990, The determination of the Bearing Capacity by means of the seismic method: Jeofizik 4, 83-92. ( in Turkish).
  • Keçeli, A. D. 2000, The Determination of the Presumptive Bearing Capacity by means of the Seismic Method: JEOFİZİK, Cilt: 14, Sayı: 1-2.( in Turkish).
  • Keçeli, A. D. 2009. Uygulamalı Jeofizik, TMMOB Jeofizik Müh. Odası Eğitim yayınları No:9, s.479.
  • Lankston, R. W. 1990, High-Resolution Refraction Seismic Data Acquisition and Interpretation: in Geotechnical and environmental Geophysics. Soc. Expl. Geophys. Vol., I, 45-73.
  • Meyerhof, G.G. 1974, Ultimate bearing capacity of footing on sand layer overlying clay. Canadian Geotechnical Journal, 11, pp. 223-229.
  • Moreno, C. Huffman A., and Bertagne A. (2003), The Vp/ Vs Inversion Procedure: A Methodology for Shallow Water Flow (SWF) Prediction from Seismic Analysis of Multicomponent Data. Offshore Technology Conference, Houston, Texas.
  • Ohkubo, T. and Terasaki A. 1976, Physical property and seismic wave velocity of rocks, OYO Corporation, Japan.
  • Othman, A. A. 2005, Construed geotechnical characteristics of foundation beds by seismic measurements. J. Geophys. Eng. 2 126–138.
  • Parry, R. H.G. 1977, Estimating bearing capacity of sand from SPT values JGED ASCE 103:Gt.9 pp1014-1043.
  • Phillips, D. E., Han, D. H. and Zoback M. D. 1989, Emprical Relationships among Seismic Velocity, Effect Pressure, Porosity, and Clay Content in Sandstone. Geophysics,54:(1) 82-89.
  • Pişen, S. ve Pekşen E. 2009, Sığ Zeminler için Farklı Yöntemlerden Elde Edilen Zemin Emniyet Gerilmesi Değerlerinin Karşılaştırılması: Uygulamalı Yerbilimleri Sayı:2, 36-46.
  • Prakla, 1986, Seismos A. G. Buchhholzer Str. 100 P. O. B 510530 D-300 Hannover 51.
  • Seed, H.B., Wong, R.T., Idriss, E.M., and Tokimatsu, K. 1984, Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils, Report No. UCB/EERC - 84/11, Earthquake Engineering Research Center, University of California, Berkeley.
  • Sternberg, B. K., Poulton, M. M. and Thomas S. J. 1990, Geophysical investigations in Support of the Arizona SSC project.( In Geotechnical and Enviromental Geophysics, S.E.G. V.III:211-228).
  • Stuempel, H, Kahler S., Meissner R. and Milkereit B. 1984, The use of Seismic Shear Waves and Compressional Waves for Lithological Problems of Shallow Sediments: Geophys. Prospect. 32 662–75.
  • Tatham, R.H. 1982, Vp/Vs and Lithology. Geophysics, 47: 336-344.
  • Terzaghi, K. 1955, Evaluation of Coefficient of Subgrade Reaction, Geotechnique, Vol. 5, No. 4,297-326.
  • Terzaghi, K. and Peck R.B. 1967, Soil Mechanics in Engineering Practice. 2nd ed., John Wiley & Sons, London.
  • Tezcan, S.S., Ozdemir, Z. and Keceli, A. 2009, Seismic Technique to Determine the Allowable Bearing Pressure for Shallow Foundandations in Soils and Rocks, Acta Geophysica, Vol.57, No. 2, pp.400-412.
  • Tezcan, S. and Ozdemir Z. 2011, A Refined Formula for the Allowable Soil Pressure Using Shear Wave Velocities: The Open Civil Engineering Journal, 5, 1-8 1
  • Uyanık, O. 2010. Compressional and Shear-Wave Velocity Measurements in Unconsolidated the Top-Soil and Comparison of the Results. International Journal of the Physical Sciences Vol. 5(7), pp. 1034-1039.
  • Uyanık, O. 2011. The Porosity of Saturated Shallow Sediments from Seismic Compressional and Shear Wave Velocities, Journal of Applied Geophysics,73(1), 16-24.
  • Uzuner, B.A. 1992, Fundamental Soil Mechanics, Chamber of Civil Engineering, Trabzon/Turkey (in Turkish).
  • Venkatramaiah, C. 1993, Geotechnical Engineering, John Wiley & Sons.
  • Vesic, A. B. 1961 Beams on Elastic Subgrade and Winkler’s Hypothesis, Proc. 5th
  • Wang, Z. 2001, Fundamentals of Seismic Rock Physics: Geophysics, Vol. 66, No. 2; P. 398–412.
  • Int. Conf. on Soil Mechanic and Foundation Engineering, Paris: 845-850.
  • Willkens, R., Simmons G. and Caruso L. 1984, The ratio V/ p Vs as a Discriminant of Composition for Siliceous Limestones. Geophysics, 49 ( 11) 1850-1860.
  • Wyllie, D. C. 1992, Foundations on Rock. E & FN Spon, London.

Sismik Hızlar İle Saptanabilen Zemin Parametreleri

Yıl 2012, Cilt: 26 Sayı: 1, 17 - 29, 01.06.2012

Ali Keçeli

Öz

Sismik hızların, elastisite modüllerinin ve zeminlerin
yapısal özelliklerinin saptanması mühendislik projelerinin
tasarımında yeterli olmamaktadır. Bu nedenle, Sismik
kayma dalga empedansı ile yer basıncı ifade edilerek
zeminlerin nihai taşıma kapasitesi tanımlanmıştır. Bu
bağlamda, kayma dalgası hızına bağlı yoğunluk tanımı
yapılmıştır. Güvenlik faktörü ile [Vp/Vs] hız oranı
değerlerinin benzerliğinden yararlanarak, [Vp/Vs]’nın
güvenlik faktörü ve yer altı suyu indirgeme faktörü
olarak kullanılabileceği gösterilmiştir. Elde edilen
müsaade edilebilir taşıma kapasitesi değerleri standart
tablo verileri ile uyum içinde olduğu gösterilmiştir.
Tekil temel (somel) için müsaade edilebilir taşıma
kapasitesi Meyehof’un SPT(N) tanımına benzer olarak
tanımlanabileceği gösterilmiştir. Tekil temel için elde
edilen müsaade edilebilir taşıma kapasitesi değerleri
Brown tarafından verilenler ile uyum içinde olmuştur.
Ayrıca, Boussinesq denkleminden zemin oturması ve
yatak katsayısı saptanabilmiştir. Yük-oturma eğrisi
zemin mekaniğindekine benzer değişim göstermiştir.
Sismik hızlarla yapısal jeoloji ve diğer özellikler
aydınlatılırken, müsaade edilebilir taşıma kapasitesi,
zemin oturması ve yatak katsayısı değerleri hakkında
daha çabuk ve ucuz olarak güvenilir ön bilgi elde etmek
mümkün olmaktadır.

Kaynakça

  • Bowles, J. E. 1998, Foundation Analysis and Design, 6th ed., McGrow-Hill International press. Publishing Company.
  • Brown, D.W. 1992, Engineering and Design Bearing Capacity of Soils, (Engineer Manual) Department of the Army, U.S. Army Corps of Engineers, Washington, DC 20314-1000
  • Carvalho, J., Dias, R., Pinto, C., Leote, J. and Mendes, V. L. 2009, SPT seismic hazard seismic refraction soil classification. and Geotechnical Data Applied to the Soil Microzoning of Western Algarve, Portugal. European Journal of Environmental and Enginnering Geophysics 5, 3-14.
  • Fu D., Sullivan, E.C. and Marfurt, K. 2006, Rock-Property and Seismic-Attribute Analysis of a chert reservoir in Devenian Thirty-one Formation: Geophysics, Vol. 71, No.5.
  • Gardner, G. H. F., Gardner, L. W. and Gregory, A. R. 1974. Formation velocity and density—the diagnostic basics for stratigraphic traps, Geophysics 39, 770-–780.
  • Guliev, E. 2007, Vp/Vs estimation from Multicomponent Seismic Data for Improved Characterization of a Tight sanstone Gas reservoir, Colorado School of Mines , A thesis for the degree of Master of Science (Geophysics) Colorado School of Mine.
  • Hamada, G. M. 2004, Reservoir Fluids Identification Using Vp/Vs Ratio? Oil & Gas Science and Technology-Rev. IFP, Vol.59,No.6, pp.n649-654.
  • Hardin, B.O. and Black W.L. 1968, Vibration Modulus of Normally Consalidated Clays, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.94, No.SM2, pp. 353-369.
  • Hardin, B.O. and Drnevich V.P. 1972. Shear Modulus and Damping in Soils. J. Soil Mech. and Found. Div.,ASCE, 98 SM7: 667-692.
  • Hicks, G.J. 2006, Extended Elastic İmpedance and Its Relation to AVO Crossplotting and Vp/Vs EAGE 68th Conference, Vienna, Austria.
  • Imai, T. and Yoshimura M. 1972. The relation of Mechanical for civil purposes OYO Co-operation, Tokyo, Japan.
  • 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 Corp.
  • Kaptan, K., Ozdemir Z. and Tezcan S. 2011, Review A refined
  • Keçeli, A. D. 1990, The determination of the Bearing Capacity by means of the seismic method: Jeofizik 4, 83-92. ( in Turkish).
  • Keçeli, A. D. 2000, The Determination of the Presumptive Bearing Capacity by means of the Seismic Method: JEOFİZİK, Cilt: 14, Sayı: 1-2.( in Turkish).
  • Keçeli, A. D. 2009. Uygulamalı Jeofizik, TMMOB Jeofizik Müh. Odası Eğitim yayınları No:9, s.479.
  • Lankston, R. W. 1990, High-Resolution Refraction Seismic Data Acquisition and Interpretation: in Geotechnical and environmental Geophysics. Soc. Expl. Geophys. Vol., I, 45-73.
  • Meyerhof, G.G. 1974, Ultimate bearing capacity of footing on sand layer overlying clay. Canadian Geotechnical Journal, 11, pp. 223-229.
  • Moreno, C. Huffman A., and Bertagne A. (2003), The Vp/ Vs Inversion Procedure: A Methodology for Shallow Water Flow (SWF) Prediction from Seismic Analysis of Multicomponent Data. Offshore Technology Conference, Houston, Texas.
  • Ohkubo, T. and Terasaki A. 1976, Physical property and seismic wave velocity of rocks, OYO Corporation, Japan.
  • Othman, A. A. 2005, Construed geotechnical characteristics of foundation beds by seismic measurements. J. Geophys. Eng. 2 126–138.
  • Parry, R. H.G. 1977, Estimating bearing capacity of sand from SPT values JGED ASCE 103:Gt.9 pp1014-1043.
  • Phillips, D. E., Han, D. H. and Zoback M. D. 1989, Emprical Relationships among Seismic Velocity, Effect Pressure, Porosity, and Clay Content in Sandstone. Geophysics,54:(1) 82-89.
  • Pişen, S. ve Pekşen E. 2009, Sığ Zeminler için Farklı Yöntemlerden Elde Edilen Zemin Emniyet Gerilmesi Değerlerinin Karşılaştırılması: Uygulamalı Yerbilimleri Sayı:2, 36-46.
  • Prakla, 1986, Seismos A. G. Buchhholzer Str. 100 P. O. B 510530 D-300 Hannover 51.
  • Seed, H.B., Wong, R.T., Idriss, E.M., and Tokimatsu, K. 1984, Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils, Report No. UCB/EERC - 84/11, Earthquake Engineering Research Center, University of California, Berkeley.
  • Sternberg, B. K., Poulton, M. M. and Thomas S. J. 1990, Geophysical investigations in Support of the Arizona SSC project.( In Geotechnical and Enviromental Geophysics, S.E.G. V.III:211-228).
  • Stuempel, H, Kahler S., Meissner R. and Milkereit B. 1984, The use of Seismic Shear Waves and Compressional Waves for Lithological Problems of Shallow Sediments: Geophys. Prospect. 32 662–75.
  • Tatham, R.H. 1982, Vp/Vs and Lithology. Geophysics, 47: 336-344.
  • Terzaghi, K. 1955, Evaluation of Coefficient of Subgrade Reaction, Geotechnique, Vol. 5, No. 4,297-326.
  • Terzaghi, K. and Peck R.B. 1967, Soil Mechanics in Engineering Practice. 2nd ed., John Wiley & Sons, London.
  • Tezcan, S.S., Ozdemir, Z. and Keceli, A. 2009, Seismic Technique to Determine the Allowable Bearing Pressure for Shallow Foundandations in Soils and Rocks, Acta Geophysica, Vol.57, No. 2, pp.400-412.
  • Tezcan, S. and Ozdemir Z. 2011, A Refined Formula for the Allowable Soil Pressure Using Shear Wave Velocities: The Open Civil Engineering Journal, 5, 1-8 1
  • Uyanık, O. 2010. Compressional and Shear-Wave Velocity Measurements in Unconsolidated the Top-Soil and Comparison of the Results. International Journal of the Physical Sciences Vol. 5(7), pp. 1034-1039.
  • Uyanık, O. 2011. The Porosity of Saturated Shallow Sediments from Seismic Compressional and Shear Wave Velocities, Journal of Applied Geophysics,73(1), 16-24.
  • Uzuner, B.A. 1992, Fundamental Soil Mechanics, Chamber of Civil Engineering, Trabzon/Turkey (in Turkish).
  • Venkatramaiah, C. 1993, Geotechnical Engineering, John Wiley & Sons.
  • Vesic, A. B. 1961 Beams on Elastic Subgrade and Winkler’s Hypothesis, Proc. 5th
  • Wang, Z. 2001, Fundamentals of Seismic Rock Physics: Geophysics, Vol. 66, No. 2; P. 398–412.
  • Int. Conf. on Soil Mechanic and Foundation Engineering, Paris: 845-850.
  • Willkens, R., Simmons G. and Caruso L. 1984, The ratio V/ p Vs as a Discriminant of Composition for Siliceous Limestones. Geophysics, 49 ( 11) 1850-1860.
  • Wyllie, D. C. 1992, Foundations on Rock. E & FN Spon, London.
Toplam 42 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Makaleler
Yazarlar

Ali Keçeli Bu kişi benim

Yayımlanma Tarihi 1 Haziran 2012
Yayımlandığı Sayı Yıl 2012 Cilt: 26 Sayı: 1

Kaynak Göster

APA Keçeli, A. (2012). Sismik Hızlar İle Saptanabilen Zemin Parametreleri. Jeofizik Dergisi, 26(1), 17-29.
AMA Keçeli A. Sismik Hızlar İle Saptanabilen Zemin Parametreleri. Jeofizik Dergisi. Haziran 2012;26(1):17-29.
Chicago Keçeli, Ali. “Sismik Hızlar İle Saptanabilen Zemin Parametreleri”. Jeofizik Dergisi 26, sy. 1 (Haziran 2012): 17-29.
EndNote Keçeli A (01 Haziran 2012) Sismik Hızlar İle Saptanabilen Zemin Parametreleri. Jeofizik Dergisi 26 1 17–29.
IEEE A. Keçeli, “Sismik Hızlar İle Saptanabilen Zemin Parametreleri”, Jeofizik Dergisi, c. 26, sy. 1, ss. 17–29, 2012.
ISNAD Keçeli, Ali. “Sismik Hızlar İle Saptanabilen Zemin Parametreleri”. Jeofizik Dergisi 26/1 (Haziran 2012), 17-29.
JAMA Keçeli A. Sismik Hızlar İle Saptanabilen Zemin Parametreleri. Jeofizik Dergisi. 2012;26:17–29.
MLA Keçeli, Ali. “Sismik Hızlar İle Saptanabilen Zemin Parametreleri”. Jeofizik Dergisi, c. 26, sy. 1, 2012, ss. 17-29.
Vancouver Keçeli A. Sismik Hızlar İle Saptanabilen Zemin Parametreleri. Jeofizik Dergisi. 2012;26(1):17-29.