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- W2488750533 abstract "Suction caissons, as an innovative underwater foundation system, have been successfully used in numerous occasions on a variety of offshore structures. Different researchers have investigated the pullout behaviour of suction caissons using experimental, analytical and numerical approaches. They have studied only upright suction caissons and the behaviour of tapered suction caissons has not formerly been noticed to any degrees. In this paper the pull-out capacity of tapered suction caissons in clay has been numerically investigated. The numerical models have first been calibrated and verified against available experimental data in the literature for upright suction caissons. The verified models have then been employed to examine the effects from the wall tapering on the caisson pull-out capacity. Only vertical pull-out loads have been examined. Numerical results indicate that tapered caissons present considerable enhancement in their pull-out capacity comparing to those from corresponding upright caissons. This enhancement can reach to several orders of the pull-out capacity of their equivalent upright caisson even with small values of caisson tapering. An almost linear rate of enhancement has been observed between the wall slope and the pull-out capacity of suction caisson. This rate of enhancement increases significantly by the increase in the caisson length. In general higher rates of enhancement to the pull-out capacity due to wall sloping have been observed under drained conditions compared to those obtained under undrained conditions." @default.
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- W2488750533 date "2007-03-24" @default.
- W2488750533 modified "2023-09-26" @default.
- W2488750533 title "Numerical investigation on tapering effects on the pull-out capacity of suction caissons in clay" @default.
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