Issue 59

S. Anouar et alii, Frattura ed Integrità Strutturale, 59 (2022) 374-395; DOI: 10.3221/IGF-ESIS.59.25

- The first phase is dedicated to activating the first part of the embankment with/without CSV. - The second phase includes a consolidation analysis with an end-of-period time. - The third phase is for activating the second part of the embankment. - The fourth phase is for a consolidation analysis to minimum pore pressure. - The fifth phase is to determine the security factor.

Figure 14: Embankment building over soils reinforced by CSV 2D.

Figure 15: Embankment building over soils without CSV.

Figure 16: Embankment building over soils reinforced by CSV.

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