2003•Unpublished venueRequires access

Field Tests on Pullout Loading Capacity of Suction Piles in Clay

Y. Cho, T.H. Lee, Eun-Mok Chung, S. Bang

Open publisher page 12 citations

Abstract

A series of field suction pile pullout tests were conducted inside the Okpo harbor located along the southern coast of Korea. Suction piles having inside diameters of 0.5, 1.0 and 1.5 meters and the length of five meters were tested. The seafloor condition at the Okpo harbor is predominantly clay. The piles were first installed by applying well-controlled suction pressure inside the pile. During the pullout tests, the load vs. pile displacement relationship and the water pressure variation inside the pile were carefully measured. The measurements were then used to validate an analytical solution that was developed previously to estimate the suction pile pullout loading capacity.

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What this paper is about

A series of field suction pile pullout tests were conducted inside the Okpo harbor located along the southern coast of Korea. Suction piles having inside diameters of 0.5, 1.0 and 1.5 meters and the length of five meters were tested. The seafloor condition at the Okpo harbor is predominantly clay. The piles were first installed by applying well-controlled suction pressure inside the pile. During the pullout tests, the load vs. pile displacement relationship and the water pressure variation inside the pile were carefully measured. The measurements were then used to validate an analytical solution that was developed previously to estimate the suction pile pullout loading capacity.

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OpenAlex reports 12 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

A series of field suction pile pullout tests were conducted inside the Okpo harbor located along the southern coast of Korea. Suction piles having inside diameters of 0.5, 1.0 and 1.5 meters and the length of five meters were tested. The seafloor condition at the Okpo harbor is predominantly clay. The piles were first installed by applying well-controlled suction pressure inside the pile. During the pullout tests, the load vs. pile displacement relationship and the water pressure variation inside the pile were carefully measured. The measurements were then used to validate an analytical solution that was developed previously to estimate the suction pile pullout loading capacity.

Key concepts: Pile, Suction, Geotechnical engineering, Geology, Displacement (psychology), Engineering, Psychotherapist, Psychology

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