Probabilistic Seismic Analysis of the Deep Sliding Stability of a Concrete Gravity Dam-Foundation System

<div>The total IDA curves with their 16%, 50%, and 84% fractile of dam samples of (a) the shearing slide of the starting point on the main sliding surface and (b) the shearing slide of the ending point on the auxiliary sliding surface.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Probabilistic Seismic Analysis of the Deep Sliding Stability of a Concrete Gravity Dam-Foundation System 