Fig. 6
From: Grasp and evaluation of the unsaturated seepage behavior of soil by using MRI
Cross section view, x = around 193 mm (Upper Kaolin clay, Lower Toyoura sand)
Fig. 6 | Geoenvironmental Disasters
From: Grasp and evaluation of the unsaturated seepage behavior of soil by using MRI
Cross section view, x = around 193 mm (Upper Kaolin clay, Lower Toyoura sand)