TECHNICAL ASSISTANCE FOR THE STABILITY REVIEW OF QUAYS 2 AND 3 IN ACCORDANCE WITH ROM 2.0. 0- 11

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Scope:
Technical Assistance Reports
Location:
LAS PALMAS DE GRAN CANARIA, GRAN CANARIA (SPAIN)

Design review of quays 2 and 3 sheltered by the La Esfinge breakwater in accordance with the new ROM 2.0-11 and redesign of the caissons and sections. The main characteristics of the quays are: • Caissons with a depth of 13 and 17 m and a beam of 9 and 14.5 m. • Drafts of 10 and 14 m at ELWS. The following works have been carried out: • Geotechnical stability calculation of the breakwater. • Structural calculation of the caisson. • Calculation of the foundation bed protection. • Calculation of mooring and berthing forces.

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