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Assessment of the Internal Instability for Granular Soils Subjected to Seepage

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Figure

Figure 1. Capillary tubes model as per Kovacs (1981) [5].
Figure 2. Filter criterion according to Cistin and Ziems (1968) in [9].
Figure 3. Suffusion criterion according to Burenkova (1993) [10].
Figure 5. Borderlines for non-suffusive soils according to Lubochkov (1965).
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