Fig. 5.
Fig. 5. Refer to the image caption for details.

(a) Schematic representation of Hutton TLP. (b) Nominal cross-section through one of the Hutton TLP's four (eight pile) deep foundation pile groups, showing maximum design storm loading. High-resolution sensors, attached to each pile group by divers, sensed pile movements, while load cells in hull compartments measured the applied tension forces. After Jardine et al. (1988) 

or Create an Account

Close Modal
Close Modal