Dynamic Stability Discrimination Method for Concrete Dam under Complex Geological Conditions

Figure 13

(a) The fitting curve of reduction coefficient against displacement of the point at the dam heel (k = 2.2). (b) The fitting curve of reduction coefficient against displacement of the point at the dam heel (k = 2.4). (c) The fitting curve of reduction coefficient against displacement of the point at the dam heel (k = 2.6). (d) The fitting curve of reduction coefficient against displacement of the point at the dam heel (k = 2.8). (e) The fitting curve of reduction coefficient against displacement of the point at dam heel (k = 3.2).

(a)

(b)

(c)

(d)

(e)