Research Article

Influence of Dry Beach on the Dynamic Stability of Ash Storage Field: A Numerical Analysis

Figure 16

Contour of effective stress and range of liquefied area of ash storage site under three input earthquakes ( = 150 m). (a)  = 0.10 g. (b)  = 0.20 g. (c)  = 0.30 g.
(a)
(b)
(c)