Fig. 14From: 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 liquefactionSPT N-value, S-wave (Vs) and P-wave (Vp) velocity distribution at MTO (after Kashiwa et al. 2019)Back to article page