Journal Papers

44. Abadie, C.N., Byrne, B.W. and Houlsby, G.T. (2017). "Cyclic plastic response of stiff piles in sand." Submitted.

43. Zhu, B., Byrne, B.W., Zhang, W.L. and Ying, P.P. (2017). "Lateral loading tests on a model tetrapod caisson foundation for an offshore wind turbine." Submitted.

42. Bienen, B., Klinkvort, R.T., O'Loughlin, C., Zhu, F. and Byrne, B.W. (2017). "Suction caissons in dense sand: Vertical cyclic loading into tension."  Accepted, Géotechnique.

41. Bienen, B., Klinkvort, R.T., O'Loughlin, C., Zhu, F. and Byrne, B.W. (2017). "Suction caissons in dense sand: Installation, limiting capacity and drainage."  Accepted, Géotechnique.

40. Sheil, B.B., Martin, C.M., Byrne, B.W., Plant, M., Williams, K. and Coyne, D. (2017). "Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements." Accepted, Géotechnique.

39. Kong, D., Martin, C.M. and Byrne, B.W. (2017). "Sequential limit analysis of pipe-soil interactions during large-amplitude cyclic lateral displacements." Géotechnique, in press.

38. Houlsby, G.T., Abadie, C.N., Beuckelaers, W.A.J.P. and Byrne, B.W. (2017). "A model for nonlinear hysteretic and ratcheting behaviour." Accepted, International Journal of Solids and Structures.

37. Kong, D., Martin, C.M. and Byrne, B.W. (2017). "Modelling large plastic deformations of cohesive soils using sequential limit analysis." Accepted, International Journal for Numerical and Analytical Methods in Geomechanics.

36. Cooke, S.C., Willden, R.H.J. and Byrne, B.W. (2016). "The potential of cross-stream aligned sub-arrays to increase tidal turbine efficiency." Renewable Energy 97, 284-292.

35. Doherty, P., Igoe, D., Murphy, G., Gavin, K., Preston, J., McAvoy, C., Byrne, B.W., McAdam, R., Burd, H.J., Houlsby, G.T., Martin, C.M., Zdravković, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Muir Wood, A., Kallehave, D. and Skov Gretlund, J. (2015). "Field validation of fibre Bragg grating sensors for measuring strain on driven steel piles." Géotechnique Letters 5 pp. 74-79.

34. Byrne, B.W. and Houlsby, G.T. (2015) "Helical piles: An innovative foundation design option for offshore wind turbines."  Phil. Trans. Roy. Soc. A. 373 20140081. Invited Paper.

33. Kallehave, D., Byrne, B.W., LeBlanc Thilsted, C. and Kousgaard Mikkelsen, K. (2015) "Optimisation of monopiles for offshore wind turbines." Phil. Trans. Roy. Soc. A 373 20140100. Invited Paper.

32. Byrne, B.W., Schupp, J., Martin, C.M., Maconochie, A., Oliphant, J. and Cathie, D.N. (2014) Reply to discussion by R. Peek on “Uplift behaviour of shallowly buried pipe sections in saturated very loose sand. Géotechnique 63, No5, pp 382-390.” Géotechnique 64, No 10, pp843-845.

31. Martin, C.M., Kong, D. and Byrne, B.W. (2013) "3D analysis of transverse pipe-soil interaction using 2D soil slices." Géotechnique Letters 3 pp. 119-123.

30. Williams, E.S., Byrne, B.W. and Blakeborough, A. (2013) “Pipe uplift in saturated sand: Rate and density effects.” Géotechnique 63, No 11, pp 946-956.

29. Byrne, B.W., Schupp, J., Martin, C.M., Maconochie, A., Oliphant, J. and Cathie, D.N. (2013) “Uplift behaviour of shallowly buried pipe sections in saturated very loose sand.” Géotechnique 63, No 5, pp. 382-390. Available on-line ahead of print Nov 22 2012.

28. Zhu, B., Byrne, B.W. and Houlsby, G.T. (2013) “Long term lateral cyclic response of suction caissons in sand.” Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering 139, No 1, pp. 73-83. Available on-line Mar ahead of print 26 2012.

27. Byrne, B.W., Schupp, J. and Martin, C.M. (2011) Discussion on ‘Bransby, M.F. and Ireland, J. (2009). “Rate effects during pipeline upheaval buckling in sand.” Proc ICE - Geotechnical Engineering 162, pp 247-256.’ Proc ICE - Geotechnical Engineering 164, No 5 , pp. 347-349.

26. Villalobos, F.A., Byrne, B.W. and Houlsby, G.T. (2010) “Model testing of suction caissons on clay subjected to vertical loading.” Applied Ocean Research 32, No 4, pp 414-424.

25. Leblanc, C., Byrne, B.W. and Houlsby, G.T. (2010) “Response of stiff piles to random two-way lateral loading.” Géotechnique 60, No 9, pp 715-721.

24. Leblanc, C., Houlsby, G.T. and Byrne, B.W. (2010) “Response of stiff piles to long term cyclic loading.” Géotechnique 60, No 2, pp 79-90. Awarded the “TK Hsieh Award” by the Institution of Civil Engineers in 2011.

23. Hodder, M.S. and Byrne, B.W. (2010) “Experiments of a model catenary riser interacting with a sandy seabed.” Applied Ocean Research 32, No 2, pp 146-157.

22. Villalobos, F.A., Byrne, B.W. and Houlsby, G.T. (2009) “Drained capacity of suction caissons under monotonic loading for offshore applications.” Soils and Foundations 49, No 3, pp 477-488.

21. Bienen, B., Byrne, B.W., Houlsby, G.T. and Cassidy, M.J.  (2007) Reply to discussion by D.V. Morris on “Investigating six degree of freedom loading of shallow foundations on sand. Géotechnique 56, No 6, pp 367-379.” Géotechnique 57, No 5, pp 483-484.

20. Cassidy, M.J., Randolph, M.F. and Byrne, B.W. (2006) “A plasticity model describing caisson behaviour in clay.” Applied Ocean Research 28, No 5, pp 345-358.

19. Vlahos, G., Cassidy, M.J. and Byrne, B.W. (2006) “The behaviour of spudcan footings on clay subjected to combined cyclic loading.” Applied Ocean Research 28, No 3, pp 209-221.

18. Kelly, R.B., Houlsby, G.T. and Byrne, B.W. (2006) “Transient vertical loading of model suction caissons in a pressure chamber.” Géotechnique 56, No 10, pp 665-675.

17. Kelly, R.B., Houlsby, G.T. and Byrne, B.W. (2006) “A comparison of field and laboratory caisson tests in sand and clay.” Géotechnique 56, No 9, pp 617-626.

16. Bienen, B., Byrne, B.W., Houlsby, G.T. and Cassidy, M.J.  (2006) “Investigating six degree of freedom loading of shallow foundations on sand.” Géotechnique 56, No 6, pp 367-379.

15. Houlsby, G.T., Kelly, R.B., Huxtable, J. and Byrne, B.W. (2006) “Field trials of suction caissons in sand for offshore wind turbine foundations.” Géotechnique 56, No 1, pp 3-10.

14. Houlsby, G.T. and Byrne, B.W. (2005) “Calculation procedures for installation of suction caissons in sand.” Proc ICE - Geotechnical Engineering 158, No 3, pp 135-144.

13. Houlsby, G.T., Kelly, R.B., Huxtable, J. and Byrne, B.W. (2005) “Field trials of suction caissons in clay for offshore wind turbine foundations.” Geotechnique 55, No 4, pp 287-296. Awarded a “Halcrow Prize” by the Institution of Civil Engineers in 2006.

12. Houlsby, G.T. and Byrne, B.W. (2005) “Calculation procedures for installation of suction caissons in clay and other soils.” Proc ICE - Geotechnical Engineering 158, No 2, pp 75-82.

11. Cassidy, M.J., Byrne, B.W. and Randolph, M.F. (2004) A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay.” Géotechnique 54, No 2, pp 91-106.

10. Byrne, B.W. and Houlsby, G.T. (2004) “Experimental investigations of the response of suction caissons to transient combined loading.” Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering 130, No 3, Mar., pp 240-253.

9. Byrne, B.W. and Houlsby, G.T. (2003) “Foundations for offshore wind turbines.” Phil. Trans. Roy. Soc. A 361, Dec., pp 2909-2930. Invited Paper

8. Byrne, B.W. and Randolph, M.F. (2003) “Seasonal variations in the performance of driven piles in sand.” Australian Geomechanics Society Symposium in Print:  The Engineering Geology of Perth – Part 1, Australian Geomechanics 38, No 3, Sep., pp 159-170, ISSN 0818-9110.

7. Byrne, B.W., Houlsby, G.T., Martin, C.M. and Fish, P. (2002) “Suction caisson foundations for offshore wind turbines.” Journal of Wind Engineering 26, No 3, pp 145-155.

6. Cassidy, M.J., Byrne, B.W. and Houlsby, G.T. (2002) “Modelling the behaviour of a circular footing under combined loading on loose carbonate sand” Géotechnique 52, No 10, pp 705-712.

5. Byrne, B.W. and Houlsby, G.T. (2002) “Experimental investigations of the response of suction caissons to transient vertical loading.” Proc. ASCE, Journal of Geotechnical Engineering 128, No 11, November, pp 926-939.

4. Byrne, B.W. and Houlsby, G.T. (2001). “Observations of footing behaviour on loose carbonate sands.” Géotechnique 51, No 5, pp 463-466.

3. Houlsby, G.T. and Byrne, B.W. (2001). Discussion on ‘Sieffert, J.-G. and  Bay-Gress, Ch. (2000). “Comparison of European bearing capacity calculation methods for shallow foundations.” Geotechnical Engineering, Vol. 143, pp65-74.’ Geotechnical Engineering 149, pp 63-64.

2. Houlsby, G.T. and Byrne, B.W. (2000). “Suction caisson foundations for offshore wind turbines and anemometer masts.” Journal of Wind Engineering 24, No 4, pp 249-255.

1. Byrne, B.W. (1995). “Driven pipe piles in dense sand.” Australian Geomechanics 27, pp72-80.