An analytical solution for the estimation of the ultimate pullout loading capacity of suction piles has been developed by considering two potential failure modes (i.e., the soil tension failure and the pile pullout failure). The analytical solution has been used to identify the dominant failure mode under various circumstances. Finally, the validation of the analytical solution has been made through comparisons with the laboratory model tests results.
Analytical Validation of Pullout Loading Capacity of Suction Piles in Clay
Transportation Research Record: Journal of the Transportation Research Board
Transportation Research Record: Journal of the Transportation Research Board ; 1808 , 1 ; 180-185
01.01.2002
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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