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CUNARD SUPER LINER PIER 90 NEW YORK HARBOUR. . RISK ASSESSMENT SEAWORKS - DOCKS - 2. Settlement or failure of foundations and excavation slopes are frequent causes of damage. The properties of the sea bed will need to be investigated by bore holes and tests and will determine to some extent the design of the foundations. Wherever possible, test loads should be imposed on piled foundations. The design may allow for some differential settlement.There is also a risk of liquefaction of fine unifor9459

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