Fig. 2From: 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 liquefactionG/G0 ~ γ, h ~ γ relations of soils at KMMH16 site and fitting of models. (filled red circle, filled blue circle: experimental results, broken lines: R–O model, solid lines: GHE model)Back to article page