A failure surface for caisson foundations in undrained soils

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

Volumn , Issue , 2005, Pages 289-295

  Taiebat, H A ^a   Carter, J P ^b  

^a UNIVERSITY OF TECHNOLOGY SYDNEY   (Australia)

^b UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

CAISSON FOUNDATIONS; COMBINED LOADING; FAILURE ENVELOPE; FAILURE SURFACE; HOMOGENEOUS SOIL; LATERAL FORCE; LATERAL LOADS; OVERTURNING MOMENT; ULTIMATE CAPACITY; UNDRAINED; UNDRAINED CONDITIONS;

CAISSONS; FOUNDATIONS; NUMERICAL ANALYSIS; PRESSURE VESSELS; STRUCTURAL LOADS; UNDERWATER FOUNDATIONS;

HYDRAULIC STRUCTURES;

EID: 80053224754     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. Andersen, K. H., Dyvik, R., Schoder, K., Hansteen, O. E., & Bysveen, S. 1993. Field test of anchors in clay, II: Prediction and interpretation. Journal of Geotechnical Engineering. ASCE, 119, 532-1549.
2. Bransby, M. F. & Randolph, M. F. 1997. Finite element modelling of skirted strip footings subjected to combined loadings. Proc. 7th Int. Offshore and Polar Engineering Conference. Honolulu, USA, 791-796.
3. Bransby, M. F. & Randolph, M. F. 1998. Combined loading of skirted foundations. Géotechnique. 48(5), 637-655.
4. Bransby, M. F. 2001. Finite element analysis of jacket structures with bucket foundations. Proc. 10th Int. Conference on Computer Methods and Advances in Geomechanics.
5. Carter J. P. & Balaam N. P. 1995. AFENA user's manual. Version 5, Centre for Geotechnical Research, The University of Sydney, Australia.
6. Deng, W. & Carter, J. P. 1999. Analysis of suction caissons in uniform soils subjected to inclined uplift loading. Report No. R798, Department of Civil Engineering, The University of Sydney, Australia.
7. Deng, W., Carter, J. P. & Taiebat, H. A. 2001. Prediction of the Lateral Capacity of Suction Caissons, Keynote Lecture, Proc. 10th Int. Conference on Computer Methods and Advances in Geomechanics, 1, 33-38.
8. Deng, W. & Carter, J. P. 2002 A theoretical study of the vertical uplift capacity of suction caissons. Int. J. of Offshore and Polar Engineering., 12(2), 89-97.
9. Sukumaran, B., McCarron, W. O., Jeanjean, P. & Abouseeda, H. 1999. Efficient finite element techniques for limit analysis of suction caissons under lateral loads. Computers and Geotechnics. 24, 89-107.
10. Taiebat, H. A. & Carter, J. P. 2001. A semi-analytical finite element method for three-dimensional consolidation analysis. Computer and Geotechnics. 28, 55-78.
11. Taiebat, H. A. & Cater. 2004. Effects of torsion on caisson capacity in clay. Proc. 9th Australia New Zealand Conference on Geomechanics. 1, 130-136.
12. Vesic, A. S. 1975. Bearing capacity of shallow foundations, Foundation Engineering Handbook, Eds Winterkorn & Fang, Van Nostrand Reinhold, New York, 121-147.
13. Zdravkovic, L., Potts, D. M. & Jardine, R. J. 2001. A parametric study of the pull-out capacity of bucket foundations in soft clay. Géotechnique. 51(1), 55-67.
14. Zienkiewicz, O. C. & Taylor, R. L. 1989. The Finite Element Method. 4th Edition, McGraw-Hill, New York.