Bearing Capacity of Suction Caisson for Offshore Floating Wind Turbine

Article Preview

Abstract:

Presented in this paper are the three-dimensional nonlinear finite element analyses of the failure envelopes of suction caisson under torsion, vertical and lateral pullout combined load in soft clay. The soft clay under undrained condition is simulated by perfectly elasto-plastic Tresca model. Through the numerical analyses, the failure envelopes for combined loading (V-T、H-T、V-H-T) of suction caisson is reviewed. And the mathematical expression of failure envelope is deduced. It is shown that (1) the circular plastic failure area is outward-extending. (2) The bearing capacity of suction caisson foundation in V-T、H-T load spaces is increasing with the aspect ratio L/D. (3) The equation of failure envelope can be used to evaluate the stability of suction caisson foundation for offshore floating wind turbine.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4718-4722

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Shihao Wei, Shilun Feng, Chi Yan: Western Prospecting Work Vol. (2009), pp.1-4.

Google Scholar

[2] B.W. Byrne, G.T. Houlsby: Philosophical transactions of the royal society A Vol. 36(1) (2003), pp.2909-2930.

Google Scholar

[3] Maotian Luan, Chongpan Jin, Gao Lin: Chinese Journal of Geotechnical Engineering Vol. 10(4) (1988), pp.14-27.

Google Scholar

[4] M.J. Cassidy, B.W. Byrne, M.F. Randolph: Geotechnique Vol. 54(2) (2004), pp.91-106.

Google Scholar

[5] J.D. Murff, in: Limit Analysis of Multi-footing Foundation Systems, collected in Proceedings International Conference on Computer Methods and Advances in Geomechanics, Rotterdam: Balkema, (1994), pp.233-244.

Google Scholar

[6] C.M. Martin: Physical and Numerical Modeling of Offshore Foundations under Combined Loads (Wellington Square: The University of Oxford, UK 1994).

Google Scholar

[7] M.F. Bransby and M.F. Randolph: Geotechnique Vol. 48 (1998), pp.637-655.

Google Scholar

[8] Ke Wu, Maotian Luan, Qinglai Fan, Zhiyun Wang: Engineering Mechanics Vol. 25(11) (2008), pp.156-161.

Google Scholar

[9] Qinglai Fan, Maotian Luan: China Civil Engineering Journal Vol. 43(4) (2010), pp.113-118.

Google Scholar

[10] R. Butterfield, G.T. Houlsby and G. Gottardi: Geotechnique, Vol. 47(5) (1997), pp.1051-1054.

Google Scholar

[11] H.A. Taiebat, J.P. Carter: Geotechnique, Vol. 50(4) (2000), pp.409-418.

Google Scholar