Abstract
The purpose of this study is to investigate the characteristics of bearing capacity and settlement of suction foundation. Especially, the focus is placed on the effect of sand behavior in the foundation. A series of laboratory experiments and finite element analysis is performed for foundations with the various depth ratios and radius ratios in dense to medium sand layers. By comparing the results of model experiment with the finite element analysis, failure modes and mechanism generating the ultimate bearing capacity and settlement are discussed.
| Original language | English |
|---|---|
| Pages | 1174-1181 |
| Number of pages | 8 |
| Publication status | Published - Dec 1 2003 |
| Event | Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference - Honolulu, HI, United States Duration: May 25 2002 → May 30 2003 |
Other
| Other | Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference |
|---|---|
| Country | United States |
| City | Honolulu, HI |
| Period | 5/25/02 → 5/30/03 |
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All Science Journal Classification (ASJC) codes
- Energy Engineering and Power Technology
- Ocean Engineering
- Mechanical Engineering
Cite this
Experimental and Analytical Studies on Bearing Capacity of Suction Foundation. / Zen, Kouki; Chen, Guangqi; Kasama, Kiyonobu; Deguchi, Shintaro.
2003. 1174-1181 Paper presented at Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference, Honolulu, HI, United States.Research output: Contribution to conference › Paper
}
TY - CONF
T1 - Experimental and Analytical Studies on Bearing Capacity of Suction Foundation
AU - Zen, Kouki
AU - Chen, Guangqi
AU - Kasama, Kiyonobu
AU - Deguchi, Shintaro
PY - 2003/12/1
Y1 - 2003/12/1
N2 - The purpose of this study is to investigate the characteristics of bearing capacity and settlement of suction foundation. Especially, the focus is placed on the effect of sand behavior in the foundation. A series of laboratory experiments and finite element analysis is performed for foundations with the various depth ratios and radius ratios in dense to medium sand layers. By comparing the results of model experiment with the finite element analysis, failure modes and mechanism generating the ultimate bearing capacity and settlement are discussed.
AB - The purpose of this study is to investigate the characteristics of bearing capacity and settlement of suction foundation. Especially, the focus is placed on the effect of sand behavior in the foundation. A series of laboratory experiments and finite element analysis is performed for foundations with the various depth ratios and radius ratios in dense to medium sand layers. By comparing the results of model experiment with the finite element analysis, failure modes and mechanism generating the ultimate bearing capacity and settlement are discussed.
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M3 - Paper
AN - SCOPUS:0942288328
SP - 1174
EP - 1181
ER -