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Comparison of three dimensional and two dimensional axisymmetric finite element analyses of a corner section of a tailings dam

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Figure

Figure 2 presents a plan view of the corner E- E-F/G-H, which is the subject of the study
Figure 4. 3D nite element mesh of dam corner.
Figure 5. Axisymmetric model in two-dimensional space [27], with permission from PLAXIS bv, Delft, the Netherlands.
Figure 8. Overestimation of undrained shear strength of normally consolidated soils using the Mohr Coulomb model [27], with permission from PLAXIS bv, Delft, the Netherlands.
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