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- W2378776085 abstract "Experiments are carried out to assess the effect of spud-can penetration on the adjacent fixed offshore platform pile foundation.It is shown that the effected zone caused by the spud-can penetration is an annular zone which has an approxi mately length of one time of the radius of the spud-can fromthe boundary of spud-can.The head deflection of the pile foundation increases with the increasing depth of spud-can penetration and the decreasing density of sand.After penetrating to a certain depth,the radius of spud-can and the velocity of penetration have little influence on the total deflection of the pile head,although they affect the processes of pile head movement.With the increase of the radius and the velocity,the deflection of the pile head at initial stage of penetrationincreases.The deflection of the pile headincreases withtheincreasing distance between the pile foundation and the spud-can." @default.
- W2378776085 created "2016-06-24" @default.
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- W2378776085 date "2008-01-01" @default.
- W2378776085 modified "2023-09-23" @default.
- W2378776085 title "EFFECTS OF SPUD-CAN ON PILE FOUNDATIONS OF FIXED PLATFORM" @default.
- W2378776085 hasPublicationYear "2008" @default.
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