Probabilistic Risk Assessment of Slope Failure in 3-D Spatially Variable Soils by Finite Element Method

<div>Schematic diagram of influence of spatial variability of soil parameters on 3-D slope slide region. Contours of slide region for slopes (a) with uniform strength and (b, c) with spatially random strength.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Probabilistic Risk Assessment of Slope Failure in 3-D Spatially Variable Soils by Finite Element Method 