Fig. 8From: Quantitative strong motion simulations at three locations in downtown Mashiki during the 2016 Kumamoto Earthquake (Mw 7.0) based on the nonlinear ground response analyses with soil liquefactionShear stress–shear strain relationship at KMMH16 (GL-14 m ~ − 15 m, sand layer No. 4 shown in Fig. 3)Back to article page