Suction caisson soil displacement during installation

Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics

Volumn , Issue , 2005, Pages 229-234

  Clukey, E C ^a  

^a BP AMERICA INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EXTERNAL WALLS; FIELD MEASUREMENT; GULF OF MEXICO; MUD LINE; NORMALLY CONSOLIDATED SOILS; SOIL DISPLACEMENT; SUCTION CAISSON; WALL THICKNESS;

FOUNDATIONS; HYDRAULIC STRUCTURES; PILES; PRESSURE VESSELS; SKIN FRICTION; SOILS;

CAISSONS;

EID: 34247238638     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Briaud, J-L. 2005. personal communication
2. Andersen, K. H. & Jostad, H. P. 2003. Shear Strength Along Outside Wall of Suction Anchor in Clay After Installation. Proceedings. XII ISOPE Conference, Kyushu, Japan, May
3. Andersen, K. H., Jostad, H. P., Andresen, L. & Clukey, E. C. 2004. Effect of Skirt Tip Geometry on Set-up Outside Suction Anchors in Soft Clay. Proceedings, 24th International OMAE Conference, Vancouver, June
4. Niedoroda, A. W., Reed, C. W., Hatchett, L., Jeanjean, J., Driver, D., Briaud, J-L. & Bryant, W. 2003. Bottom Currents, Erosion Rates, and How to Use Them to Date Slope Failures Along the Sigsbee Escarpment. Proceedings of the Offshore Technology Conference, OTC 15199, Houston, May