[Atkinson, J., Sallfors, G., (1991) Experimental determination of soil properties. Proceedings of 10th ECSMFE, Florence, Vol. 3, pp. 915-956.]Search in Google Scholar
[Benz, T., (2007) Small Strain Stiffness of Soils and Its Numerical Consequences. Mitteilung 55 des Instituts fur Geotechnik der Universitat of Stuttgart, p. 187.]Search in Google Scholar
[Carraro, J., Prezzi, M., Salgado, R., (2009) Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines. Journal of Geotechnical and Geoenvironmental Engineering, 135(9), pp. 1167-1178.10.1061/(ASCE)1090-0241(2009)135:9(1167)]Search in Google Scholar
[Goudrazy, M., Rahman, M., Konig, D., Schanz, T., (2016) Influence of Non-Plastic Fines Content on Maximum Shear Modulus of Granular Materials. Soils and Foundations, 56(6), pp. 973-983.10.1016/j.sandf.2016.11.003]Search in Google Scholar
[Greening, P., Nash, D., (2004) Frequency domain determination of G0 using bender elements. Geotechnical Testing Journal, 27(3), pp. 1-7.10.1520/GTJ11192]Search in Google Scholar
[Gu, X., Yang, J., Huang, M., (2013) Laboratory Measurements of Small Strain Properties of Dry Sands by Bender Element. Soils and Foundations, 53(5), pp. 735-745.10.1016/j.sandf.2013.08.011]Search in Google Scholar
[Gu, X., Yang, J., Huang, M., Gao, G., (2015) Bender Element Tests in Dry and Saturated Sand: Signal Interpretation and Result Comparison. Soils and Foundations, 55(5), pp. 952-963.10.1016/j.sandf.2015.09.002]Search in Google Scholar
[Hardin, B., Drnevich, V., (1972) Shear Modulus and Damping in Soils: Design Equations and Curves. Journal of the Soil Mechanics and Foundations Division, ASCE(SM7), pp. 667-692.10.1061/JSFEAQ.0001760]Search in Google Scholar
[Hardin, B., Richart, F., (1963) Elastic wave velocities in granular soils. Journal of Soil Mechanics and Foundations Division, 89(SM 1), pp. 33-65.10.1061/JSFEAQ.0000493]Search in Google Scholar
[Ishibashi, I., Zhang, X., (1993) Unified Dynamic Shear Moduli and Damping Ratios of Sand and Clay. Soils and Foundations, 33(1), pp. 182-191.10.3208/sandf1972.33.182]Search in Google Scholar
[Iwasaki, T., Tatsuoka, F., (1977) Effects of grain size and grading on dynamics shear moduli of sands. Soils and Foundations, 17(3), pp. 19-35.10.3208/sandf1972.17.3_19]Search in Google Scholar
[Jamiolkowski, M., Leroueil, S., Lo Presti, D., (1991) Theme lecture: Design Parameters from Theory to Practice. Proceedings of Geo-Coast, pp. 1-41.]Search in Google Scholar
[Jovicic, V., Coop, M., Simic, M., (1996) Objective criteria for determining Gmax from bender element tests. Géotechnique, 46(2), pp. 357-362.10.1680/geot.1996.46.2.357]Search in Google Scholar
[Lee, J., Santamarina, C., (2005) Bender Elements: Performance and Signal Interpretation. Journal of Geotechnical and Geoenvironmental Engineering, 131(9), pp. 1063-1070.10.1061/(ASCE)1090-0241(2005)131:9(1063)]Search in Google Scholar
[Lings, M., Greening, P., (2001) A novel bender/extender element for soil testing. Géotechnique, 51(8), pp. 713-717.10.1680/geot.51.8.713.40469]Search in Google Scholar
[Lo Presti, D. et al., (1993) Monotonic and Cyclic Loading Behaviour of Two Sands. Geotechnical Testing Journal, 16(4), pp. 409-424.10.1520/GTJ10281J]Search in Google Scholar
[MathWorks Inc., (2017a) MatLab. Natick, Mass., USA.]Search in Google Scholar
[Ogino, K., Kawaguchi, T., Yamashita, S., Kawajiri, S., (2015) Measurement deviations for shear wave velocity of bender ele- domain approaches. Soils and Foundations, 55(2), pp. 329-342.10.1016/j.sandf.2015.02.009]Search in Google Scholar
[Oztoprak, S., Bolton, M., (2013) Stiffness of Sands Through a Laboratory Test Database. Géotechnique, 63(1), pp. 54-70.10.1680/geot.10.P.078]Search in Google Scholar
[Panuška, J., (2018) Elastic properties of natural sands with fines measured by bender / extender elements. Dissertation thesis, Dept. of Geotechnics, Slovak University of Technology, p. 233.]Search in Google Scholar
[Payan, M., Khoshghalb, A., Senetakis, K., Khalili, N., (2016a) Effect of Particle Shape and Validity of Gmax Models for Sand: A Critical Review and a New Expression. Computers and Geotechnics, Vol. 72, pp. 28-41.10.1016/j.compgeo.2015.11.003]Search in Google Scholar
[Paydar, N., Ahmadi, M., (2016) Effect of Fines Type and Content of Sand on Correlation Between Shear Wave Velocity and Liquefaction Resistance. Geotechnical and Geological Engineering, 34(6), pp. 1857-1876.10.1007/s10706-016-9995-8]Search in Google Scholar
[Rohatgi, A., (2017) WebPlotDigitizer. https://automeris.io/WebPlot-Digitizer.]Search in Google Scholar
[Salgado, R., Bandini, P. & Karim, A., (2000) Shear Strength and Stiffness of Silty Sand. Journal of Geotechnical and Geoenvironmental Engineering, 126(5), pp. 451-462.10.1061/(ASCE)1090-0241(2000)126:5(451)]Search in Google Scholar
[Sanchez-Salinero, I., Roesset, J., Stokoe, K., (1986) Analytical studies of body wave propagation and attenuation. Geotechnical Engineering Center, Civil Engineering Department, Univ. of Texas at Austin, Report GR86-15, p. 272.]Search in Google Scholar
[Senetakis, K., Anastasiadis, A., Pitilakis, K., (2012) The Small Strain Shear Modulus and Damping Ratio of Quartz and Volcanic Sands. Geotechnical Testing Journal, 35(6), pp. 1-17.10.1520/GTJ20120073]Search in Google Scholar
[Senetakis, K. et al., (2017) Experimental Investigation of Primary- Wave Velocities and Constrained Moduli of Quartz Sand Subjected to Extender Element Tests and Stress Anisotropy. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 3(2), pp. 211-219.10.1007/s40948-017-0054-6]Search in Google Scholar
[Shibuya, S., Hwang, S., Mitachi, T., (1997) Elastic Shear Modulus of Soft Clays from Shear Wave Velocity Measurement. Géotechnique, 47(3), pp. 593-601.10.1680/geot.1997.47.3.593]Search in Google Scholar
[Shirley, D., Hampton, L., (1978) Shear-wave measurements in laboratory sediments. The Journal of the Acoustical Society of America, 63(2), pp. 607-613.10.1121/1.381760]Search in Google Scholar
[Schultheiss, P., (1981) Simultanous Measurement of P and S Wave Velocities During Conventional Laboratory Soil Testing Procedures. Marine Geotechnology, 4(4), pp. 343-367.10.1080/10641198109379831]Search in Google Scholar
[Szilvágyi, Z., (2018) Dynamic Soil Properties of Danube Sands. Dissertation thesis, Department of Structural and Geotechnical Engineering, Széchenyi István University Győr, p. 127.]Search in Google Scholar
[Viana Da Fonseca, A., Ferreira, C., Fahey, M., (2008) A framework interpreting bender element tests, combining time-domain and frequency-domain methods. Geotechnical Testing Journal, 32(2), pp. 1-17.10.1520/GTJ100974]Search in Google Scholar
[Wichtmann, T., Navarrete Hernández, M., Triantafyllidis, T., (2015) On the Influence of Non-Cohesive Fines Content on Small Strain Stiffness, Modulus Degradation and Damping of Quartz Sand. Soil Dynamics and Earthquake Engineering, Volume 69, pp. 103-114.10.1016/j.soildyn.2014.10.017]Search in Google Scholar
[Wichtmann, T., Triantafyllidis, T., (2009) Influence of the Grain- Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, pp. 1404-1418.10.1061/(ASCE)GT.1943-5606.0000096]Search in Google Scholar
[Wichtmann, T., Triantafyllidis, T., (2010) On the Influence of the Grain Size Distribution Curve on P - Wave Velocity and Constrained Elastic Modulus Mmax and Poisson´s Ratio of Quartz Sand. Soil Dynamics and Earthquake Engineering, Vol. 30, pp. 757-766.10.1016/j.soildyn.2010.03.006]Search in Google Scholar
[Yamashita, S. et al., (2009) Interpretation of international parallel test on the measurement of Gmax using bender elements. Soils and Foundation, 49(4), pp. 631-650.10.3208/sandf.49.631]Search in Google Scholar
[Yang, J., Liu, X., (2016) Shear Wave Velocity and Stiffness of Sand: The Role of Non-Plastic Fines. Géotechnique, 66(6), pp. 500-514.10.1680/jgeot.15.P.205]Search in Google Scholar