Open Access
Issue
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
Article Number 13005
Number of page(s) 6
Section Behaviour at Geotechnical Interfaces
DOI https://doi.org/10.1051/e3sconf/20199213005
Published online 25 June 2019
  1. C.J. Billington, G.H.G. Lewis, The strength of large diameter grouted connections, Proceedings of offshore technology conference, pp. 291-301 (1978). [Google Scholar]
  2. P. Dallyn, A. El-Hamalawi, A. Palmeri, R. Knight, Experimental testing of grouted connections for offshore substructures: A critical review. Structures, 3, pp. 90-108 (2015). [CrossRef] [Google Scholar]
  3. I. Lotsberg, A. Serednicki, Behaviour of grouted connections of monopile structures at ultimate static and cyclic limit states, The Structural Engineer, February, pp. 51-57 (2013). [Google Scholar]
  4. C.J. Billington, I.E. Tebbett, Fatigue strength of grouted tubular steel connections for offshore structures, Int. Assoc. Bridg. Struct. Eng., pp. 625-632 (1982). [Google Scholar]
  5. P. Schaumann, A. Raba, A. Bechtel, Impact of Contact Interface Conditions on the Axial Load Bearing Capacity of Grouted Connections, Proceedings of EWEA (2013). [Google Scholar]
  6. Det Norske Veritas Industry AS, Report No: 94-3243, Factors of Safety for Grouted Connection Phase II the Impact of Cyclic Load on Connections with High H/S Values (1994). [Google Scholar]
  7. J. Van Der Tempel, Design of support structures for offshore wind turbines, Doctoral dissertation, TU Delft, Delft University of Technology (2006). [Google Scholar]
  8. A. Merritt, F. Schroeder, R. Jardine, B. Stuyts, D. Cathie, W. Cleverly, Development of pile design methodology for an offshore wind farm in the North Sea, in Offshore Site Investigation and Geotechnics: Integrated Technologies-Present and Future (2012). [Google Scholar]
  9. J. Dührkop, A.H., Augustesen, P. Barbosa, Cyclic pile load tests combined with laboratory results to design offshore wind turbine foundations in chalk, Proc. Conf. Frontiers in Offshore Geotechnics III (ISFOG), pp. 533-538 (2015). [CrossRef] [Google Scholar]
  10. M. Boulon, A 3-d direct shear device for testing the mechanical behaviour and the hydraulic conductivity of rock joints, Proc., MJFR-2 Conference, pp. 407-413 (1995) [Google Scholar]
  11. O. Buzzi, Hydromécanique du contact entre géomatériaux: expérimentation et modélisation. Application au stockage de déchets nucléaires, Université Joseph-Fourier-Grenoble I (2004). [Google Scholar]
  12. P.L.J. Domone (Ed.), D.S.A. Jefferis (Ed.), Structural Grouts. London: CRC Press, 1st Edition (1993). [Google Scholar]
  13. I.W. Johnston, T.S.K. Lam, A.F. Williams, Constant normal stiffness direct shear testing for socketed pile design in weak rock, Geotechnique, 37, 1, pp. 83-89 (1987). [CrossRef] [Google Scholar]
  14. M. Boulon, P. Foray, Physical and numerical simulation of lateral shaft friction along offshore piles in sand. Proceedings of the 3rd International Conference on Numerical methods in Offshore piling, pp. 127-147 (1986). [Google Scholar]
  15. H.G. Poulos, Cyclic Stability Diagram for Axially Loaded Piles, Journal of Geotechnical Engineering, 114, 8, pp. 877-895 (1988). [CrossRef] [Google Scholar]
  16. D.S. Anders, Betontechnologische Einflüsse auf das Tragverhalten von Grouted Joints genehmigte Dissertation (2007). [Google Scholar]

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