Open Access
MATEC Web Conf.
Volume 277, 2019
2018 International Joint Conference on Metallurgical and Materials Engineering (JCMME 2018)
Article Number 02018
Number of page(s) 8
Section Data and Signal Processing
Published online 02 April 2019
  1. Henderson A P and Patrick M B 1996 Tensionless pier foundation EP,US5586417 [Google Scholar]
  2. Henderson A P and Patrick M B 1998 Pier foundation under high unit compression US, US5826387 [Google Scholar]
  3. Sun X Y, Luan M T and Tang X W 2010 Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground Rock Soil Mech. 31 667-72 [Google Scholar]
  4. Clukey E C and Morrison M J 1993 A centrifuge and analytical study to evaluate suction caissons for TLP applications in the Gulf of Mexico Design and Performance of Deep Foundations: Piles and Piers in Soil and Soft Rock (ASCE) pp 141-56 [Google Scholar]
  5. Aubeny C and Murff J D 2005 Simplified limit solutions for the capacity of suction anchors under undrained conditions Ocean Eng. 32 864-77 [CrossRef] [Google Scholar]
  6. Zhang J H, Chen Z Y and Li F 2010 Three dimensional limit analysis of suction bucket foundations Ocean Eng. 37 790-9 [CrossRef] [Google Scholar]
  7. Li D Y, Feng L Y, Guo Y X and Cao L X 2013 Numerical analysis of lateral bearing behaviors of skirted suction caissons Chin. J. Geo. Eng. 35 33-8 [Google Scholar]
  8. Wang Z Y, Luan M T, Yang Q, Wang Z T and Zhang Q Y 2009 Numerical analysis of ultimated bearing capacity behavior of suction caisson foundations under cyclic loading J. Dalian Univ. Techno. 49 414-8 [Google Scholar]
  9. Randolph M and House A 2002 Analysis of suction caisson capacity in clay Offshore Technology Conf. [Google Scholar]
  10. Bransby M F and Yun G J 2009 The undrained capacity of skirted strip foundations under combined loading Geotechnique 59 115-25 [CrossRef] [Google Scholar]
  11. Lysmer J 1970 Limit analysis of plane problems in soil mechanics Journal of Soil Mechanics & Foundations Div 96 1311-34 [Google Scholar]
  12. Sloan S W 1988 A steepest edge active set algorithm for solving sparse linear programming problems Int. J. Numer. Meth. Eng. 26 2671-85 [CrossRef] [Google Scholar]
  13. Sloan S W 1988 Lower bound limit analysis using finite elements and linear programming Int. J. Numer. Anal. Met. 12 61-77 [CrossRef] [Google Scholar]
  14. Sloan S W and Kleeman P W 1995 Upper bound limit analysis using discontinuous velocity fields Comput. Method. Appl. M. 127 293-314 [CrossRef] [Google Scholar]
  15. Ukritchon B, Whittle A J and Sloan S W 1998 Undrained limit analyses for combined loading of strip footings on clay J. Geotech. Geoenviron. 124 265-76 [CrossRef] [Google Scholar]
  16. Ukritchon B, Whittle A J and Sloan S W 2003 Undrained stability of braced excavations in clay J. Geotech. Geoenviron. 129 738-55 [CrossRef] [Google Scholar]
  17. Yang F, Yang J S, Zhang X M and Zhao L H 2010 Finite element analysis of upper bound solution of shallow-buried tunnel stability in undrained clay Chin. J. Rock Mech. Eng. 29 3952-59 [Google Scholar]
  18. Huang Q W, Huang M S and Wang G H 2007 Calculation of bearing capacity of strip footing using lower bound limit method Chin. J. Geo. Eng. 29 572-9 [Google Scholar]
  19. Huang Q W and Jia C Q 2007 3D analysis of ultimate bearing capacity by numerical limit analysis Chin. J. Geo. Eng. 29 1809-14 [Google Scholar]
  20. Li Z and Wang J X 2007 Lower bound limit study on plastic limit analysis of rock slope using finite elements based on nonlinear programming Chin. J. Rock Mech. Eng. 26 747-52 [Google Scholar]
  21. Salgado R, Lyamin A V, Sloan S W and Yu H S 2004 Two-and three-dimensional bearing capacity of foundations in clay Geotechnique 54 297-306 [CrossRef] [Google Scholar]
  22. China renewable energy engineering institute 2008 FD003-2007 Design regulations on subgrade and foundation for wind turbine generator system (Peking: China Water Power Press) [Google Scholar]

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