Centrifuge and numerical modelling of horizontally loaded suction piles

International Journal of Offshore and Polar Engineering

Volumn 10, Issue 3, 2000, Pages 222-228

  Allersma, H G B ^a   Brinkgreve, R B J ^a   Simon, T ^a   Kirstein, A A ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Anchor load; Geotechnical centrifuge; Soil mechanics; Suction pile

Indexed keywords

CYLINDERS (SHAPES); FAILURE (MECHANICAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MECHANICAL TESTING; SOILS; STEEL;

GEOTECHNICAL CENTRIFUGE; HORIZONTAL BEARING CAPACITY; SUCTION PILE; THREE DIMENSIONAL TEST;

PILES;

CENTRIFUGE; CLAY; MATHEMATICAL MODELING; OFFSHORE PLATFORM; PILE-SOIL INTERACTION; SAND; SUCTION PERFORMANCE;

CENTRIFUGE; CLAY; NUMERICAL MODEL; OFFSHORE STRUCTURE; PILE; SAND; SUCTION;

EID: 0034281854     PISSN: 10535381     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. The University of Delft geotechnical centrifuge
2. Simulation of suction pile installation in sand in a geocentrifuge
3. Geotechnical model tests
4. Laboratory modeling of suction Caisson Foundation
5. Breakout resistance of suction piles in clay
6. Pullout characteristics of a suction anchor in sand
7. Finite element code for soil and rock analysis
8. A centrifugal study on the behaviour of suction piles
9. Suction anchor piles - a proven alternative to driving or drilling
10. Suction anchors - a versatile foundation concept finding its place in the offshore market
11. Sand in the geotechnical centrifuge
12. Application of suction anchors in offshore technology