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) |