DocumentCode :
2053302
Title :
Design and installation of suction piles for breakwater foundation
Author :
Bang, S. ; Cho, Y. ; Kwag, D.J.
Author_Institution :
South Dakota Sch. of Mines & Technol., Rapid, SD, USA
fYear :
2005
fDate :
2005
Firstpage :
1
Abstract :
A new breakwater system, utilizing gravity-type concrete caisson superstructure on top of suction piles that act as the subsurface foundations, was designed and successfully installed in the field as part of an experimental project in 2004. The design utilized two concrete suction piles in a row with the diameter of 11 meters each. Four suction piles will support a 17.4 meter by 21.0 meter concrete caisson on top. Instrumentation during installation included the measurements of the suction pressure, pile penetration, and pile tilts.
Keywords :
civil engineering; concrete; foundations; marine engineering; soil; breakwater subsurface foundation; breakwater system; concrete suction piles; gravity-type concrete caisson superstructure; pile penetration; pile tilt; suction pile installation; suction pressure; Cities and towns; Concrete; Design engineering; Gravity; Instruments; Pressure measurement; Resists; Sea floor; Soil measurements; Testing;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
OCEANS, 2005. Proceedings of MTS/IEEE
Print_ISBN :
0-933957-34-3
Type :
conf
DOI :
10.1109/OCEANS.2005.1639726
Filename :
1639726
Link To Document :
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