Other Papers and Reports

62. PISA2 Academic Work Group. (2017). "PISA2 Interim Report." Report to the PISA2 Industry Partners.

61. Byrne, B.W., Martin, C.M. and Sheil, B.B. (2017). "Uplift of buried pipelines in soft clay." Report to TechnipFMC.

60. Sheil, B.B., Byrne, B.W. and Martin, C.M. (2017). "Uplift testing of pipes in clay: Test Series 7." Report to Technip UK Ltd.

59. Sheil, B.B., Byrne, B.W. and Martin, C.M. (2016). "Uplift testing of pipes in clay: Test Series 6." Report to Technip UK Ltd.

58. Sheil, B.B., Byrne, B.W. and Martin, C.M. (2016). "Uplift testing of pipes in clay: Test Series 5." Report to Technip UK Ltd.

57. PISA Academic Work Group. (2016). "PISA Damping Project Final Report." Report to the PISA Project.

56. PISA Academic Work Group. (2016). "PISA 3DFE Factual Report." Report to the PISA Project.

55. PISA Academic Work Group. (2016). "PISA Final Report." Report to the PISA Project.

54. PISA Academic Work Group. (2015). "Soil Damping Project - Field Test Factual Report." Report to the PISA Project.

53. PISA Academic Work Group. (2015). "Field Test Factual Report." Report to the PISA Project.

52. Martin, C.M., Sheil, B.B. and Byrne, B.W. (2015). "Lateral Pipe Tests: Factual Report." Report to KW Subsea.

51. Martin, C.M., Sheil, B.B. and Byrne, B.W. (2015). "Full Scale Axial Pipe Tests: Part 3 - Interpretative Report." Report to KW Subsea.

50. Martin, C.M., Sheil, B.B. and Byrne, B.W. (2015). "Full Scale Axial Pipe Tests: Part 2 - Factual Report." Report to KW Subsea.

49. Martin, C.M., Sheil, B.B. and Byrne, B.W. (2015). "Full Scale Axial Pipe Tests: Part 1 - Design and Build." Report to KW Subsea

48. Sheil, B.B., Byrne, B.W. and Martin, C.M. (2015). "Uplift testing of pipes in clay: Literature Review." Report to Technip Offshore UK Ltd.

47. Sheil, B.B., Byrne, B.W. and Martin, C.M. (2015). "Uplift testing of pipes in clay. Part 3: Slow rate tests." Report to Technip Offshore UK Ltd.

46. Byrne, B.W. (2015). "Interpretation of model tests on suction caissons." Report to Statoil.

45. PISA Academic Work Group. (2014). "Draft sand design methodology." Report to the PISA Project.

44. Byrne, B.W. and Martin, C.M. (2014). "Uplift testing of pipes in clay. Part 2: Slow rate tests." Report to Technip Offshore UK Ltd.

43. Byrne, B.W. and Martin, C.M. (2014). "Uplift testing of pipe in clay. Part 1: Fast rate (undrained) tests." Report to Technip Offshore UK Ltd.

42. PISA Academic Work Group. (2014). "Draft design methodology." Report to the PISA Project.

41. Byrne, B.W. (2014). “Model testing of suction caissons.” Report to Statoil.

40. Byrne, B.W. and Houlsby, G.T. (2013). Contributions to reports written by Cathie Associates on “Suction Installed Caissons” for the Carbon Trust Offshore Wind Accelerator.

39. Byrne, B.W. and Houlsby, G.T. (2013). Contributions to foundation feasibility design by Atkins for an offshore wind turbine jacket structure. Also “A note on scaling of laboratory and field tests on undrained clay.” Report to Atkins.

38. PISA Academic Work Group. (2013). "Detailed project plan." Report to the PISA Project.

37. Byrne, B.W. (2013). “Suction caisson foundations: Research at Oxford University.” Presentation and one day workshop for DONG Energy Wind Power A/S.

36. Byrne, B.W. and Houlsby, G.T. (2013). "Screw pile field test program." Report to Repsol Nuevas Energias UK.

35. Byrne, B.W. and Houlsby, G.T. (2012). "Preliminary screw pile design methodology." Report to Repsol Nuevas Energias UK.

34. Byrne, B.W., Sandford, R.J. and White, D.J. (2012). “Thermal effects on axial friction.” Report to the SAFEBUCK JIP.

33. Byrne, B.W. and Williams, E.S. (2012). "Model tank tests for an offshore foundation." Report to Fugro Geoconsulting Ltd.

32. Byrne, B.W. (2011). Report on upheaval buckling of pipelines to Cathie Associates SA/NV.

31. Byrne, B.W. and Houlsby G.T. (2011). “Suction caisson foundations for offshore wind turbines” Report to Cathie Associates SA/NV.

30. Byrne, B.W. (2009). Report to the Welsh Assembly Government.

29. Byrne, B.W. and Houlsby G.T. (2008). “Foundation options for offshore wind turbines.” Report to Nuon UK Ltd.

28. Byrne, B.W. (2008). “Installation of offshore pipelines in the context of the New Zealand high specific gravity seabed sands.” Report to Technip UK Ltd.

27. Kelly, R.B., Houlsby, G.T. and Byrne, B.W. (2006). “Transient vertical loading of model suction caissons in a pressure chamber.” Report No OUEL 2291/06. Department of Engineering Science, The University of Oxford.

26. Bienen, B., Byrne, B.W. and Houlsby, G.T. (2005) “Six degree-of-freedom loading of a circular flat footing on loose sand: Experimental data.” Report No OUEL 2289/05. Department of Engineering Science, The University of Oxford.

25. Vlahos, G., Cassidy, M.J. and Byrne, B.W. (2005) “The behaviour of spudcan footings on clay subjected to combined cyclic loading.” Report No OUEL 2286/05. Department of Engineering Science, The University of Oxford.

24. Byrne, B.W. (2005). “Suction caissons for offshore wind turbines: Final report on laboratory testing.” Document Number FOT022/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

23. Houlsby, G.T., Martin, C.M., Kelly, R.B., Byrne, B.W., Hazell, E.J., Nguyen-Sy, L., Villalobos, F.A. (2005). “Research on Offshore Foundations: Papers at the International Symposium for Frontiers in Offshore Geotechnics, Perth, Australia, 2005.” Report No OUEL 2275/05. Department of Engineering Science, The University of Oxford.

22. Houlsby, G.T., Kelly, R.B., Huxtable, J. and Byrne, B.W. (2005). “Field testing of suction caissons at Bothkennar and Luce Bay.” Report No OUEL 2276/05. Department of Engineering Science, The University of Oxford.

21. Houlsby, G.T. and Byrne, B.W. (2004). “Calculation procedures for installation of suction caissons.” Report No OUEL 2268/04. Department of Engineering Science, The University of Oxford.

20. Villalobos, F., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2004). “Moment loading tests of suction installed and pushed installed caisson footings in sand: Experimental data.” Document Number FOT021/1, Department of Engineering Science, The University of Oxford.Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

19. Villalobos, F., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2004). “Cyclic moment loading tests of suction caisson footings on sand: Experimental data.” Document Number FOT020/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

18. Kelly, R.B., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2004). “Vertical loading tests in a pressurised chamber: Phase two experimental data.” Document Number FOT019/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

17. Byrne, B.W., Kelly, R.B., Houlsby, G.T., Martin, C.M. and Villalobos, F. (2003). “Suction caissons for offshore wind turbines: Interim report on laboratory testing.” Document Number FOT017/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

16. Kelly, R.B., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2003). “Vertical loading tests in a pressurised chamber: Phase one experimental data.” Document Number FOT016/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

15. Villalobos, F., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2003). “Moment loading tests of scale suction caisson footings on sand: Experimental data.” Document Number FOT015/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

14. Byrne, B.W. (2003). “Report on Equipment procured and commissioning tests”. Document Number FOT012/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

13. Byrne, B.W. (2003). “Technology Review, Objectives, Works and Schedule for Activity (d); Laboratory Caisson Tests”. Document Number FOT009/2, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

12. Villalobos, F., Byrne, B.W., Houlsby, G.T. and Martin, C.M. (2003). “Bearing capacity tests of scale suction caisson footings on sand: Experimental data.” Document Number FOT005/1, Department of Engineering Science, The University of Oxford. Report for DTI Project on “the application of suction caisson foundations for offshore wind turbines”, contract Number W/62/00604/00/00.

11. Byrne, B.W. (2002). “Engineering Wind Turbines for the Offshore Environment.” Magdalen College Record, 2002.

10. Byrne, B.W. and Houlsby, G.T. (2002). “Preliminary calculations for sizing of caisson foundations.” Report to SLP Engineering Ltd.

9. Cassidy, M.J. and Byrne, B.W. (2001). “Drum centrifuge model tests comparing the performance of spudcans and caissons in kaolin clay.” Report No OUEL 2248/01. Department of Engineering Science, The University of Oxford.

8. Byrne, B.W. and Baudet, B.A. (2000). “Six days that gained the world.” Ground Engineering 33, No 11, p. 32. (Report on 1st International Young Geotechnical Engineers Conference at Southampton University).

7. Byrne, B.W. (2000). “My Career - Byron Byrne, Research Fellow.” Education Today, The West Australian, November 2nd. (also at http://getaccess.westone.wa.gov.au/careers/mycareer/data/byronbyrne.asp)

6. Houlsby, G.T., Byrne, B.W., Cassidy, M.J., Mangal, J.K. and Martin, C.M. (1999). “Research on Offshore Foundations: Papers at the Offshore Technology Conference 1999.” Report No OUEL 2197/99. Department of Engineering Science, The University of Oxford.

5. Byrne, B.W. and Houlsby, G.T. (1998). “Model testing of circular flat footings on uncemented loose carbonate sand - Experimental data.” Report No OUEL 2192/98. Department of Engineering Science, The University of Oxford.

4. Byrne, B.W. and Randolph, M.F. (1995). “Effect of pile shoe on performance of driven piles in sand.” Research Report No G:1144, Geomechanics Group, Department of Civil and Resource Engineering, The University of Western Australia.

3. Byrne, B.W. (1995). “Driven pipe piles in dense sand.” Research Report No G:1180, Geomechanics Group, Department of Civil and Resource Engineering, The University of Western Australia.

2. Randolph, M.F. and Byrne, B.W. (1995). “Fremantle Port Authority: Berth 3 Dynamic Pile Testing (2).” Report to John Holland Construction, Report Number GEO95172. Geomechanics Group, The University of Western Australia.

1. Randolph, M.F. and Byrne, B.W. (1995). “Fremantle Port Authority: Berth 3 Dynamic Pile Testing.” Report to John Holland Construction, Report Number GEO95171. Geomechanics Group, The University of Western Australia.