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THE DETERMINATION OF THE DYNAMIC ELASTIC MODULI BY MASW AND SEISMIC REFRACTION METHOD
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Bormann P., Engdahl B. & Kind R. Seismic Wave Propagation and Earth models, Germany, 2009, pp 1-70.
Shapiro S. A. & Kaselow A., Porosity and elastic anisotropy of rocks under tectonic stress and pore-pressure changes, Geophysics, 2005, Vol.70, No.5, pp27-38.
Ekinci B., Determination of soil proporties in Kumluca settlement area by multichannel analysis of active and passive surface waves. PhD Thesis. Suleyman Demirel University, SDU-Graduate School of Natural and Applied Sciences, Isparta, Turkey, 2010, s.149.
Park, C.B., Xia, J., Miller, R.D., Ground roll as a tool to image near-surface anomaly. 68th Annual Internal Meetig, Society Exploration. Geophysics, Expanded Abstracts, 1998, pp. 874-877.
Park C B. Miller R.,Xia J, Multichannel Seismic Surface-Waves, Geophysics, 1999.
Xia, J., Miller, R.D., Park, C.B., Estimation of near-surface shear-wave velocity by inversion of Rayleigh waves. Geophysics, 1999, 64 (3), 691-700.
Park, C. B., MASW-Horizontal resolution of 2D shear velocity (Vs) mapping. Kansas Geological Survey, Open-File Report No. 2005-4, Kansas, 2005, pp11.
Sheriff,R. E., Encyclopedic dictionary of exploration geophysics: Soc. Expl. Geophysics, 1991. P wave velocity Vp (m/s ) 415 1527 451 1556 391 1261 406 1596 415 1528 450 1571 S wave velocity Vs (m/s ) 186 298 192 362 187 275 208 379 188 283 195 363 Density d (gr/cm3) 1,75 1,99 1,76 2,02 1,74 1,95 1,76 2,04 1,75 1,99 1,76 2,03 Vp/Vs Ratio Vp/Vs 2,23 5,12 2,35 4,3 2,09 4,59 1,95 4,21 2,21 5,4 2,31 4,33 Poisson ratio P(Birimsiz) 0,37 0,48 0,39 0,47 0,35 0,48 0,32 0,47 0,37 0,48 0,38 0,47 Shear Modulus G (kg/cm2) 604,67 1769,87 649,81 2653,28 608,74 1477,21 761,22 2923,72 618,23 1590,17 670,94 2670,4 Young Modulus E (kg/cm2) 1662,02 5239,55 1805,6 7808,03 1645,7 4357,87 2012,75 8596,43 1695,07 4714,03 1857,7 7860,6 Bulk Modulus K (kg/cm2) 2203,93 44111,78 2719 45483,7 1849,71 29090,8 1885,28 47948,64 2188,23 44237,02 2678,46 46456,28 I.Layer II. Layer I.Layer 13. Point Elastic Moduli 14. Point Elastic Moduli 15. Point Elastic Moduli 16. Point Elastic Moduli Soil Parameters Symbol I.Layer II. Layer I.Layer II. Layer II. Layer I.Layer II. Layer I.Layer II. Layer 18. Point Elastic Moduli 17. Point Elastic Moduli SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org
Bormann P., Engdahl B. & Kind R. Seismic Wave Propagation and Earth models, Germany, 2009, pp 1-70.
Shapiro S. A. & Kaselow A., Porosity and elastic anisotropy of rocks under tectonic stress and pore-pressure changes, Geophysics, 2005, Vol.70, No.5, pp27-38.
Ekinci B., Determination of soil proporties in Kumluca settlement area by multichannel analysis of active and passive surface waves. PhD Thesis. Suleyman Demirel University, SDU-Graduate School of Natural and Applied Sciences, Isparta, Turkey, 2010, s.149.
Park, C.B., Xia, J., Miller, R.D., Ground roll as a tool to image near-surface anomaly. 68th Annual Internal Meetig, Society Exploration. Geophysics, Expanded Abstracts, 1998, pp. 874-877.
Park C B. Miller R.,Xia J, Multichannel Seismic Surface-Waves, Geophysics, 1999.
Xia, J., Miller, R.D., Park, C.B., Estimation of near-surface shear-wave velocity by inversion of Rayleigh waves. Geophysics, 1999, 64 (3), 691-700.
Park, C. B., MASW-Horizontal resolution of 2D shear velocity (Vs) mapping. Kansas Geological Survey, Open-File Report No. 2005-4, Kansas, 2005, pp11.
Sheriff,R. E., Encyclopedic dictionary of exploration geophysics: Soc. Expl. Geophysics, 1991. P wave velocity Vp (m/s ) 415 1527 451 1556 391 1261 406 1596 415 1528 450 1571 S wave velocity Vs (m/s ) 186 298 192 362 187 275 208 379 188 283 195 363 Density d (gr/cm3) 1,75 1,99 1,76 2,02 1,74 1,95 1,76 2,04 1,75 1,99 1,76 2,03 Vp/Vs Ratio Vp/Vs 2,23 5,12 2,35 4,3 2,09 4,59 1,95 4,21 2,21 5,4 2,31 4,33 Poisson ratio P(Birimsiz) 0,37 0,48 0,39 0,47 0,35 0,48 0,32 0,47 0,37 0,48 0,38 0,47 Shear Modulus G (kg/cm2) 604,67 1769,87 649,81 2653,28 608,74 1477,21 761,22 2923,72 618,23 1590,17 670,94 2670,4 Young Modulus E (kg/cm2) 1662,02 5239,55 1805,6 7808,03 1645,7 4357,87 2012,75 8596,43 1695,07 4714,03 1857,7 7860,6 Bulk Modulus K (kg/cm2) 2203,93 44111,78 2719 45483,7 1849,71 29090,8 1885,28 47948,64 2188,23 44237,02 2678,46 46456,28 I.Layer II. Layer I.Layer 13. Point Elastic Moduli 14. Point Elastic Moduli 15. Point Elastic Moduli 16. Point Elastic Moduli Soil Parameters Symbol I.Layer II. Layer I.Layer II. Layer II. Layer I.Layer II. Layer I.Layer II. Layer 18. Point Elastic Moduli 17. Point Elastic Moduli SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org
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