___

• 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.