RUSSIAN JOURNAL OF EARTH SCIENCES, VOL. 19, ES4004, doi:10.2205/2019ES000668, 2019
Figure 5. Comparative representation of shear stress and acceleration variations with depth of the boreholes from results of the 1D ground response analysis calculated with program, a) maximum shear stress (kPa), b) maximum acceleration (g).
Citation: Keskinsezer Ayhan, Günay Beyhan, Javid Gallajov (2019), Investigation of the soil structure of the area between Yedikule to Sirkeci (Istanbul) using PS logging and earthquake data, Russ. J. Earth Sci., 19, ES4004, doi:10.2205/2019ES000668.
Copyright 2019 by the Geophysical Center RAS.
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