Fig. 7From: Investigation of the subsurface structure at the target site in Kumamoto, Japan, and the distributed data of the blind prediction exercise: report for the experiments for the 6th international symposium on effects of surface geology on seismic motionPlots of shear modulus—shear strain (G-\(\gamma\)) and hysteric damping—shear strain (h-\(\gamma\)) relation of samples T-1 T-2, Tr-3, Tr-4 and T-5 obtained at the borehole site for laboratory tests. Data are presented in Additional file 1: Tables S9 to S13Back to article page