Issue 61

T. Salem et alii, Frattura ed Integrità Strutturale, 61 (2022) 461-472; DOI: 10.3221/IGF-ESIS.61.30

Figure 11: Velocity Response for an Intact Pile 40 cm Diameter Verses Four Defected Piles at the Higher Third of the Pile Length.

Figure 12: Velocity Response for an Intact Pile 60 cm Diameter Verses Four Defected Piles at the Upper Third of the Pile Length.

Figure 13: Velocity Response for an Intact Pile 80 cm Diameter Verses Four Defected Piles at the Upper Third of the Pile Length.

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