Installation and pull-out capacity of stiffened suction caissons in cohesive sediments

Proceedings of the International Offshore and Polar Engineering Conference

Volumn 2, Issue , 2001, Pages 574-580

  House, A R ^a   Randolph, M F ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Anchors; Centrifuge; Installation; Stiffeners; Suction caisson; Tension capacity

Indexed keywords

ANCHORS; ASPECT RATIO; BEARING CAPACITY; SEDIMENTS; UPLIFT PRESSURE;

STIFFENERS; TENSION CAPACITY;

CAISSONS;

EID: 0034859910     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. Foundation design of skirted foundations and anchors in clay
2. Caisson foundations as alternative anchors for permanent mooring of a process barge offshore congo
3. Suction caisson foundations in the Gulf of Mexico
4. Breakout resistance of suction piles in clay
5. Limiting aspect ratio for suction caisson installation in clay
6. Bearing response of skirted foundation on nonhomogeneous soil
7. P19 and P26 moorings at the marlim field. The first permanent taut leg mooring with fibre rope and suction anchors
8. Performance of suction anchors in fine-grained calcareous soils
9. A centrifugal study on the behaviour of suction piles
10. A new site investigation tool for the centrifuge