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- W2367738260 abstract "The pile foundation is an important component of the offshore jacket platform,the penetration depth of which imposes vital influence on the cost and security of the platform.Based on the consideration of the pile-soil nonlinear interaction,nonlinear equivalent spring is introduced in this paper to simulate the action of soil on piles. The finite element analysis is carried out on the pile foundation.Because there are many factors,including some fuzzy ones influencing the penetration depth of the pile foundation,the dual-Pole Fuzzy Pattern Optimum Selection Model is applied. At the end,a feasible penetration depth scheme fitting given load and seabed conditions is achieved,which is valuable to engineering application." @default.
- W2367738260 created "2016-06-24" @default.
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- W2367738260 date "2001-01-01" @default.
- W2367738260 modified "2023-09-23" @default.
- W2367738260 title "Dual-pole fuzzy pattern optimum selection model for penteration depth of jacket platform" @default.
- W2367738260 hasPublicationYear "2001" @default.
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