Open Access
Issue
MATEC Web Conf.
Volume 319, 2020
2020 8th Asia Conference on Mechanical and Materials Engineering (ACMME 2020)
Article Number 06002
Number of page(s) 4
Section Concrete Structure
DOI https://doi.org/10.1051/matecconf/202031906002
Published online 10 September 2020
  1. Gourvenec, Susan, and M. Randolph. Offshore Geotechnical Engineering (2011). [Google Scholar]
  2. D. Menzies, and R. Roper, “Comparison of Jackup Rig Spudcan Penetration Methods in Clay, ” Offshore technology conference, Houston, Texas, U.S.A., Vol, OTC 19545 (2008). [Google Scholar]
  3. SNAME, Guidelines for site specific assessment of mobile jack-up units, Technical & Research Bulletin 5-5A, Society of Naval Architects and Marine Engineers, Jersey City, NJ, USA (2008). [Google Scholar]
  4. BSI, “ISO 19905-1:2016: Petroleum and natural gas industries-site-specific assessment of mobile offshore units, Part 1: Jack-ups “, BSI standards publication, London, UK: BSI (2006). [Google Scholar]
  5. E. R. Barbosa-Cruz, “Partial consolidation and breakthrough of shallow foundations in soft soil, ” PhD, The University of Western Australia, Crawley, Australia (2007). [Google Scholar]
  6. Bienen, Britta, and M. J. Cassidy. “Set Up and Resulting Punch-Through Risk of Jack-Up Spudcans during Installation.” Journal of Geotechnical & Geoenvironmental Engineering 139.12 (2013):2048-2059. [Google Scholar]
  7. S. A. Stanier, et al. “Observing the effects of sustained loading on spudcan footings in clay.” Géotechnique 64.11 (2015):918-926. [Google Scholar]
  8. Bienen, Britta, and M. J. Cassidy and S. A. Stanier “Effects of Consolidation under a Penetrating Footing in Carbonate Silty Clay, ” Journal of Geotechnical & Geoenvironmental Engineering, 141(9), p. 04015040 (2015). [Google Scholar]
  9. Yi, Jiang Tao, et al. “Post-installation pore-pressure changes around spudcan and long-term spudcan behaviour in soft clay.” Computers & Geotechnics 56. mar. (2014):133-147. [Google Scholar]
  10. Wang, D, and B. Bienen. “Numerical investigation of penetration of a large-diameter footing into normally consolidated kaolin clay with a consolidation phase.” Géotechnique 66.11 (2016):1-6. [Google Scholar]
  11. Ragni, Raffaele, et al. “Numerical modelling of the effects of consolidation on the undrained spudcan capacity under combined loading in silty clay.” Computers & Geotechnics 86. JUN. (2017):33-51. [Google Scholar]
  12. Yi, Jiang Tao, et al. “Eulerian finite element analysis of excess pore pressure generated by spudcan installation into soft clay.” Computers & Geotechnics 42. may (2012):157-170. [Google Scholar]
  13. Mahmoodzadeh, H., M. F. Randolph, and D. Wang. “Numerical simulation of piezocone dissipation test in clays.” Géotechnique 64.8 (2014):657-666. [Google Scholar]
  14. Hossain, M S, Hu, Y, and White, D J. “Cavity Stability and Bearing Capacity of Spudcan Foundations on Clay.” 2006. [Google Scholar]
  15. Li, Y.P., et at. “Effect of lattice leg on penetration resistance of spudcan foundations-Phsical and numerical modeling.” (2014).. [Google Scholar]
  16. Tan, Thiam-Soon, T. Inoue, and Lee, Seng-Lip. “Hyperbolic method for consolidation analysis.” Journal of Geotechnical Engineering 117.11 (1991):1723-1737. [Google Scholar]
  17. Asaoka. “Observational procedure of settlement prediction: Asaoka, A Soils Found, V18, N4, Dec 1978, P87-101.” International Journal of Rock Mechanics & Mining ences & Geomechanics Abstracts 17.3 (1980):53. [Google Scholar]

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