Dynamic Stability Discrimination Method for Concrete Dam under Complex Geological Conditions

Figure 11

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

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(b)

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