Abstract
ABSTRACT In general, approximately 70% of accidents are caused by punch-through and seabed problems, which necessitates a detailed review of the interaction between the spudcan and seabed during jack-up rig installation. The aim of this paper is to offer a comprehensive review of soil information in locations where jack-up rigs are predominantly operated and to apply this information to structural engineering while considering limitations arising from factors (displacement change, water depth, soil stiffness and bearing capacity). Drawing upon these comprehensive investigations, a series of analyses were conducted on key design parameters, encompassing soil stiffness based on the operating site, wave characteristics, air gap, wave period, wind speed, overturning stability, and the relationship between the dynamic amplification factor (DAF) and hull stiffness. The study provides methods and insights to analyse the effects of various design variables, confirming the optimisation potential of the leg structure when the actual soil is considered.
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