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Seepage with Nonlinear Permeability by Least Square FEM

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Figure

Figure 1. Typical e against log σ΄ and e against log k curve (from Leroueil et al. [14])
Figure 2. Schematic diagram of an embankment dam.
Figure 3. Schematic diagram of the system and FE mesh.
Figure 4 head. . Variation of coefficient of permeability against
+2

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