RUSSIAN JOURNAL OF EARTH SCIENCES, VOL. 19, ES4004, doi:10.2205/2019ES000668, 2019


Figure 6. Comparative representation of $G_{\max}$ and shear stress variations with depth of the boreholes from results of the 1D ground response analysis calculated with program, a) $G_{\max}$-depth (MPa) values, b) shear stress-depth (m/s) values.


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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.


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