B. W. Byrne
- Response of stiff piles to random two-way lateral loading. Dans: Géotechnique, v. 60, n. 9 (septembre 2010). (2010):
- A comparison of field and laboratory tests of caisson foundations in sand and clay. Dans: Géotechnique, v. 56, n. 9 (novembre 2006). (2006):
- Field trials of suction caissons in clay for offshore wind turbine foundations. Dans: Géotechnique, v. 55, n. 4 (mai 2005). (2005):
- Investigating six-degree-of-freedom loading of shallow foundations on sand. Dans: Géotechnique, v. 56, n. 6 (août 2006). (2006):
- A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Dans: Géotechnique, v. 54, n. 2 (mars 2004). (2004):
- Field trials of suction caissons in sand for offshore wind turbine foundations. Dans: Géotechnique, v. 56, n. 1 (février 2006). (2006):
- Response of stiff piles in sand to long-term cyclic lateral loading. Dans: Géotechnique, v. 60, n. 2 (février 2010). (2010):
- Modelling the behaviour of circular footings under combined loading on loose carbonate sand. Dans: Géotechnique, v. 52, n. 10 (décembre 2002). (2002):
- Long-Term Lateral Cyclic Response of Suction Caisson Foundations in Sand. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 139, n. 1 (janvier 2013). (2013):
- Design procedures for installation of suction caissons in clay and other materials. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 158, n. 2 (avril 2005). (2005):
- Design procedures for installation of suction caissons in sand. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 158, n. 3 (juillet 2005). (2005):