2007 Journals

1. Bienen, B., C. Gaudin and M. J. Cassidy (2007), Centrifuge tests of shallow footing behaviour on sand under combined vertical-torsional loading, International Journal of Physical Modelling in Geotechnics 7(2): 1-21.
   
2. Bienen, B., B. W. Byrne, G. T. Houlsby and M. J. Cassidy (2007), Reply to discussion on "Investigating six degree of freedom loading of shallow foundations on sand" by D.V. Morris, Geotechnique 57(5): 483-484.
   
3. Cassidy, M. J. (2007), Experimental observations of the combined loading behaviour of circular footings on loose silica sand, Geotechnique 57(4): 397-401.
   
4. Cassidy, M. J., M. F. Randolph and B. W. Byrne (2007), A plasticity model describing caisson behaviour in clay, Applied Ocean Research 28(5): 345-358.
   
5. Chen, W. and M. F. Randolph (2007), Radial stress changes and axial capacity for suction caissons in soft clay, Geotechnique 57(6): 499-511.
   
6. Chen, W. and M. F. Randolph (2007), Measuring radial total stresses on model suction caissons in clay, ASTM Geotechnical Testing Journal 30(2): 19-28.
7. Chen, W. and M. F. Randolph (2007), Uplift capacity of suction caissons under sustained and cyclic loading in soft clay, Journal of Geotechnical and Geoenvironmental Engineering 133(11): 1352-1363.      
   
8. Cheuk, C. Y., W. D.J. and M. D. Bolton (2007), Full scale modelling of cyclic lateral soil-pipeline interaction, Canadian Geotechnical Journal 44(8): 977-96     
   
9. Consoli, N. C., G. V. Rotta, D. Foppa and M. Fahey (2007), Mathematical model for isotropic compression behaviour of cemented soil cured under stress, Geomechanics and Geoengineering 2(4): 269-280.
10. Einav, I., G. T. Houlsby and D. G. Nguyen (2007), Evolution of damage plasticity from dissipation and energy potentials, International Journal for Plasticity 44(7-8): 2487-2508
    
11. Einav, I., G. T. Houlsby and G. D. Nguyen (2007), Coupled damage and plasticity models derived from energy and dissipation potentials, International Journal of Solids and Structures 44(7-8): 2487-2508.
    
12. Fahey, M., J. Schneider and B. M. Lehane (2007), Self-boring pressuremeter testing in Spearwood Dune sands, Australian Geomechanics 42(4): 57-71.
13. Fourie, A., M. Helinski and M. Fahey (2007), Using effective stress theory to characterise the behavior of backfill, Bulletin of the Canadian Institute of Mining, Metallurgy and Petroleum 100(1103): paper 27.
14. Gaudin, C., G. Vlahos and M. F. Randolph (2007), Investigation in centrifuge of anchor-pipeline interaction, International Journal Offshore and Polar Engineering 17(1): 67-73.
15. Gourvenec, S. (2007), Failure envelopes for offshore shallow foundation under general loading, Geotechnique 57(9): 715-727.
16. Gourvenec, S. (2007), Shape effects on the capacity of rectangular footings under general loading, Geotechnique 57(8): 637-646.
17. Gourvenec, S. and M. Steinepreis (2007), Undrained limit states of shallow foundations acting in consort, International Journal for Geomechanics 7(3): 194-205.
18. Guo, W. D., Y. K. Chow and M. F. Randolph (2007), Torsional piles in two-layered non-homogenous soil, International Journal for Geomechanics 7(6): 410-422.
19. Helinski, M., M. Fahey and A. Fourie (2007), An effective stress approach to modelling mine backfilling, Bulletin of the Canadian Institute of Mining, Metallurgy and Petroleum 100(1103): paper 29.
20. Helinksi, M., A. Fourie, M. Fahey and M. A. Ismail (2007), Assessment of the self-desiccation process in cemented mine backfills, Canadian Geotechnical Journal 44(10): 1148-1156.
21. Helinski, M., M. Fahey and A. Fourie (2007), Numerical modeling of a cemented mine backfill deposition, Journal of Geotechnical and Geoenvironmental Engineering 133(10): 1308-1310.
22. Levy, N., C. Gaudin and I. Einav (2007), The behaviour of piles undergoing a change in lateral loading direction, International Journal of Physical Modelling in Geotechnics 7(1): 22-.
23. Levy, N. H., I. Einav and M. F. Randolph (2007), Effect of recent load history on laterally loaded piles in normally consolidated clay, International Journal of Geomechanics 7(4): 277-286.
24. Osman, A. S., D. J. White, A. Britto and M. D. Bolton (2007), Simple prediction of the undrained displacement of a circular surface foundation on non-linear soil, Geotechnique 57(9): 729-737.
25. Rittirong, A., J. Q. Shang, M. A. Ismail and M. F. Randolph (2007), Effect of electric field intensity on electro-cementation of caissons in calcareous sand, International Journal of Offshore and Polar Engineering 17(1): 74-79.
26. Tarasov, B. G. and M. F. Randolph (2007), Frictionless shear at great depth and other paradoxes of hard rocks, International Journal of Rock Mechanics & Mining Sciences:  45(3): 316-328.
27. Thorel, L., C. Gaudin and J. Garnier (2007), A cone pressuremeter for soil characterisation in centrifuge, International Journal of Physical Modelling in Geotechnics 7(1): 23-30.
28. Tran, M. N., M. F. Randolph and D. W. Airey (2007), Installation of suction caissons in sand with silt layers, Journal of Geotechnical and Geoenvironmental Engineering 133(10): 1183-1191.
29. White, D. J. and M. F. Randolph (2007), Seabed characterisation and models for pipeline-soil interaction., International Journal of Offshore and Polar Engineering 17(3): 193-204.
30. Zhou, H. and M. F. Randolph (2007), Computational techniques and shear band development for cylindrical and spherical penetrometers in strain-softening clay, International Journal for Geomechanics 7(4): 287-295.

2007 Conferences

1. Bruton, D., M. Carr and D. J. White (2007). The influence of pipe-soil interaction on lateral buckling and walking of pipeines: the SAFEBUCK JIP. 6th International Conference on Offshore Site Investigation and Geotechnics, London, 133-148.
2. Cassidy, M. J., G. Vlahos and M. S. Hodder (2007). Deriving appropriate stiffness levels for spudcan foundations on dense sand. 11th International Conference on Jack-up Platform Design, City University, UK, paper 1.
3. Consoli, N. C., M. Walski and M. Fahey (2007). The effect of fibre length on the micro-reinforcement of sand. 5^th Simposio Brasileiro de Geossinteticos - GEOSSINTETICOS'2007, Recife, Brazil,
4. Deeks, A. D. and D. J. White (2007). Centrifuge modelling of the base response of closed-ended jacked piles. International Workshop on Recent Advances in Deep Foundations, Yokosuka, Japan. , 241-251.
5. Fahey, M. (2007). Tailings management in a semi-arid environment. Proceedings 6th Congresso Brasileiro de Geotecnia Ambiental REGEO'2007, Recife, Brazil, CD
6. Fourie, A., M. Helinksi and M. Fahey (2007). Optimising the use of cemented backfill in high stress conditions by using an effective stress constitutive model. 4th International Seminar on Deep and High Stress Mining (Deep Mining 07), Perth, Australia,
7. Gaudin, C. and M. J. Cassidy (2007). Spudcan reinstallation near existing footprints. 6th International Conference of Offshore Site Investigation and Geotechnics, London, UK, 165-172.
8. Gaudin, C. and R. Colwill (2007). Centrifuge modelling of a ship impact against a sloping seawall. 17th International Offshore and Polar Engineering Conference, Lisbon, Portugal, 4: 3616-3622.
9. Gourvenec, S. (2007). Numerical analyes of a skirted foundation under tensile load. 10th Australia-New Zealand Conference on Geomechanics, Brisbane, Australia, 1: 460-465.
10. Gourvenec, S. M., H. Acosta-Martinez and M. F. Randolph (2007). Centrifuge model testing of skirted foundations for offshore oil and gas facilities. 6th International Conference on Offshore Site Investigation and Geotechnics, London, Taylor & Francis, 479-484.
11. Helinski, M., M. Fahey and A. Fourie (2007). An effective stress approach to modelling mine backfilling. 9th International symposium on Mining with backfill, Montreal, Canada.,
12. Helinski, M., M. Fahey and A. Fourie (2007). Influence of tailings type on barricade loads in backfilled stopes. 10th International Seminar on Paste and thickened tailings,  Perth,
13. Hossain, M. S. and M. F. Randolph (2007). Investigating potential for punch-through for spudcan foundations on layered clays. International Symposium on Offshore and Polar Engineering (ISOPE), Lisbon, Portugal, 2: 1510-1517.
14. Kimiaei, M. (2007). Sensitivity study on nonlinear seismic response of offshore jackets due to different earthquake events. 26th International Conference on Offshore Mechanics and Arctic Engineering, American Society of Mechanical Engineers, Virginia, USA, California, USA, CD: OMAE2007-29432.
15. Low, H. E., M. F. Randolph and P. Kelleher (2007). Estimation of in-situ coefficient of consolidation from dissipation tests with different penetrometers. 6th International Conference Offshore Site Investigation and Geotechnics, Society for Underwater Technology, London, 547-556.
16. Randolph, M. F., H. E. Low and H. Zhou (2007). In situ testing for design of pipeline and anchoring systems. . 6th International Conference Offshore Site Investigation and Geotechnics, Society for Underwater Technology, 251-262.
17. Schneider, J. A., B. M. Lehane and D. J. White (2007). Mechanisms affecting the prediction of axial pile capacity in sands. 6th International Conference on Offshore Site Investigation and Geotechnics, London, 367-382.
18. Schneider, J. A., D. J. White and Y. Kikuchi (2007). Back analysis of Tokyo port bay bridge pipe pile load tests using piezocone data. International Workshop on Recent Advances in Deep Foundations, Yokosuka, Japan, 183-194.
19. Senders, M., M. F. Randolph and C. Gaudin (2007). Theory for the installation of suction caissons in sand overlaid by clay. 6th International Conference on Offshore Site Investigation and Geotechnics, Society for Underwater Technology, London, 429-438.
20. Song, Z., Y. Hu and C. Gaudin (2007). The influence of disturbed zone on capacity of suction embedded plate anchors. 17th International Offshore and Polar Engineering Conference, Lisbon, Portugal, 2: 1340-1346.
21. Tarasov, B. G. and W. D. Ortlepp (2007). Shock loading-unloading mechanism in rockburst shear fractures in quartzite causing geneses of polyhedral sub-particles in the fault gouge. 4th International Seminar on Deep and High Stress Mining, Perth, Australia, 183-192.
22. Tarasov, B. G. and M. F. Randolph (2007). Paradoxical features of primary shear fractures and general faults. 4th International Seminar on Deep and High Stress Mining, Perth, Australia, 165-182.
23. Teh, K. L., C. F. Leung, Y. K. Chow, M. J. Cassidy and K. S. Foo (2007). Miniature penetrometers responses in sand overlying clay. 16th Southeast Asian Geotechnical Conference, Subang Jaya, Malaysia, Subang Jaya, Malaysia, 405-410.
24. Thomas, J. and M. Fahey (2007). Load testing of single piles in clay. 10th ANZ Conference on Geomechanics, Brisbane, Australia,
25. White, D. J. and A. D. Deeks (2007). Recent research into the behaviour of jacked piles. International Workshop on Recent Advances in Deep Foundations, Yokosuka, Japan, 3-26.
26. White, D. J. and M. F. Randolph (2007). Seabed characterisation and models for pipeline-soil interaction. International Symposium Offshore and Polar Engineering, Lisbon, Portugal, 2: 758-769.
27. Zhou, H. and M. F. Randolph (2007). Effect of caisson-tip geometry on flow pattern of soil plug. 6th Int. Conf. Offshore Site Investigation and Geotechnics, Society for Underwater Technology, London, 421-428.