Issue 59

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

Phase 6: Shear loading is applied with respect to a constant confining pressure under drained conditions with the presence of an axial displacement rate of 0.02 mm/min to specimen failure.

Figure 2: (a) located Mila (situated in Algeria, North Africa), (b) the slop of Mila soil after the earthquake ( August 7, 2020) .

Figure 3: Grain size distribution curves for the sand (Oued Zhour) and soft soil (Mila).

Figure 4: The triaxial machine.

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