Issue 59

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

Figure 24: The distribution of displacements (direction Y), the soils under embankment without reinforcement.

Figure 25: The distribution of displacements (direction Z), the soils under embankment without reinforcement.

Figure 26: The distribution of displacements (direction X), the soils under embankment reinforced by CSV.

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