Actes du colloque - Volume 1 - page 98

103
Honour Lectures / Conférences honorifiques
Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Perhaps most importantly, analytical solutions are the
clearest language through which engineering systems educate us
in respect of the controlling behaviour in offshore geotechnical
design. Simple relationships indicate which parameters we
should pay close attention to and which parameters have less
influence. In the early stages of a project, analytical solutions
can highlight the parameters that are most important when
targeting site investigations, and which aspects of our design
offer the most scope for optimising performance.
8 ACKNOWLEDGEMENTS
The work reported here is underpinned by the activities of the
Centre for Offshore Foundation Systems (COFS), currently
supported as a node of the Australian Research Council Centre
of Excellence for Geotechnical Science and Engineering, and in
partnership with The Lloyd’s Register Educational Trust.
Support through the Australian Research Council’s Discovery
Program is also acknowledged. However, the most important
acknowledgement is for the many colleagues in COFS,
Advanced Geomechanics, and elsewhere who have contributed
to specific results and any useful ideas presented here.
9 REFERENCES
Andersen, K.H. 2009. Bearing capacity under cyclic loading – offshore
along the coast and on land. 21st Bjerrum Lecture. Canadian
Geotech. J. 46, 513–535.
API 2011. Recommended Practice 2GEO: Geotechnical and foundation
design considerations, 1st Edition . American Petroleum Institute,
Washington.
Aubeny, C.P. and Chi, C. 2010. Mechanics of drag embedment anchors
in a soft seabed. J. Geotech. Geoenviron. Eng., ASCE, 136(1), 57–
68.
Aubeny, C.P., Kim, B.M., and Murff, J.D. 2005. Proposed upper bound
analysis for drag embedment anchors. Proc. Int. Symp. on Frontiers
in Offshore Geotechnics, ISFOG, Perth, 179-184.
Aubeny, C.P., Kim, B.M. and Murff, J.D. 2008. Prediction of anchor
trajectory during drag embedment in soft clay. Int. J. Offshore
Polar Eng. 18(4), 314–319.
Baguelin, F., Frank, R. and Said, Y.H. 1977. Theoretical study of lateral
reaction mechanism of piles. Géotechnique 27(3), 405-434.
Been, K. and Jefferies, M.G. 1985. A state parameter for sands.
Géotechnique 35(2), 99-112.
Boylan, N., Long, M., Ward, D., Barwise, A. and Georgious, B. 2007.
Full flow penetrometer testing in Bothkennar clay. Proc. 6th Int.
Conf. Offshore Site Investigation and Geotechnics, Soc. for
Underwater Technology, London, 177-186.
Boylan, N. and White, D.J. 2013. Depth-averaged numerical modelling
of submarine slide run-out in softening soil. Canadian
Geotechnical J., under review.
Bransby, M.F. and O’Neill, M.P. 1999. Drag anchor fluke soil
interaction in clays. Proc. 7th Int. Symp. on Numerical Models in
Geomechanics, Graz, 489–494.
Bransby, M.F. and Randolph, M.F. 1998. Combined loading of skirted
foundations. Géotechnique 48(5), 637-655.
Bransby, M.F. and Randolph, M.F. 1999. The effect of embedment
depth on the undrained response of skirted foundations to combined
loading. Soils and Foundations 39(4), 19-33.
Bransby, M.F. and Yun, G.J. 2009. The undrained capacity of skirted
strip foundations under combined loading. Géotechnique 59(2),
115-125.
Bretelle, S. and Wallerand, R. 2013. Fondations superficielles glissantes
pour l’offshore profond – méthodologie de dimensionnement. Proc.
18th Int. Conf. on Soil Mechanics and Geotechnical Eng. , Paris.
Bruton, D.A.S., Carr, M. and White, D.J. 2007. The influence of pipe-
soil interaction on lateral buckling and walking of pipelines: the
SAFEBUCK JIP. Proc. 6th Int. Conf. on Offshore Site Investigation
and Geotechnics, London, 133–150.
Bruton, D.A.S., White, D.J., Carr, M. and Cheuk, C.Y. 2008. Pipe-soil
interaction during lateral buckling and pipeline walking - the
SAFEBUCK JIP. Proc. Offshore Technology Conf., Houston, Paper
OTC 19589.
Cassidy, M.J., Gaudin, C., Randolph, M.F., Wong, P.C., Wang, D. and
Tian, Y. 2012. A plasticity model to assess the keying of plate
anchors. Géotechnique 62(9), 825-836.
Cathie, D.N., Jaeck, C., Ballard, J.C. and Wintgens J.F. 2005. Pipeline
geotechnics: State of the art. Proc. Int. Symp. on Frontiers in
Offshore Geotechnics, ISFOG, Perth, 95-114.
Chatterjee, S., Randolph, M.F. and White, D.J. 2012a. The effects of
penetration rate and strain softening on the vertical penetration
resistance of seabed pipelines. Géotechnique 62(7), 573–582.
Chatterjee, S., White, D.J. and Randolph, M.F. 2012b. Numerical
simulations of pipe-soil interaction during large lateral movements
on clay. Géotechnique 62(8), 693–705.
Chatterjee, S., Randolph, M.F. and White, D.J. 2013. A parkable
piezoprobe for measuring cv at shallow depths for offshore design.
Géotechnique, under review.
Cheuk C.Y. and White D.J. 2011. Modelling the dynamic embedment
of seabed pipelines, Géotechnique 61(1), 39-57.
Colliat, J.L. and Colliard, D. 2010. Set-up of suction piles in deepwater
Gulf of Guinea clays. Proc. 2nd Int. Symp. on Frontiers in Offshore
Geomechanics, ISFOG 2010, Perth, 723–727.
Colliat, J.-L., Dendani, H., Puech, A. and Nauroy, J.-F. 2010. Gulf of
Guinea deepwater sediments: Geotechnical properties, design
issues and installation experiences. Proc. 2nd Int. Symp. on
Frontiers in Offshore Geotechnics, ISFOG 2010, Perth, 59-86.
DeJong, J. and Randolph, M.F. 2012. Influence of partial consolidation
during cone penetration on estimated soil behavior type and pore
pressure dissipation measurements. J. Geotech. Geoenviron. Eng.,
ASCE, 138(7), 777–788.
DeJong, J. et al. (34 authors) 2013. Biogeochemical processes and
geotechnical applications: progress, opportunities and challenges.
Géotechnique 63(4), 287-301.
DeJong, J.T., White, D.J. and Randolph, M.F. 2006. Microscale
evolution of soil-structure interface behaviour during CNS cyclic
shearing using PIV. Soils and Foundations, 46(1), 15-28.
DeJong, J.T., Yafrate, N.J. and DeGroot, D.J. 2011. Evaluation of
undrained shear strength using full flow penetrometers. J. Geotech.
Geoenviron. Eng., ASCE, 137(1), 14-26.
DeJong, J.T., Yafrate, N.J. and Randolph, M.F. (2008). Use of pore
pressure measurements in a ball full-flow penetrometer. Proc. 3rd
Int. Conf. on Site Characterization, Taipei, 1269-1275.
Dimmock, P., Clukey, E.C., Randolph, M.F., Gaudin, C. and Murff,
J.D. 2013. Hybrid subsea foundations for subsea equipment. J.
Geotech. Geoenviron. Eng., ASCE, in press.
Dutt, R. and Ehlers, C. 2009. Set-up of large diameter driven pipe piles
in deepwater normally consolidated high plasticity clays. Proc.
Conf. on Offshore Mech. and Arctic Engng., OMAE, Honolulu,
Paper OMAE2009-79012.
Dyson, G.J. and Randolph, M.F. 2001. Monotonic lateral loading of
piles in calcareous sand. J. Geotech. Geoenviron. Eng., ASCE,
127(4), 346–352.
Einav, I. and Randolph, M.F. 2005. Combining upper bound and strain
path methods for evaluating penetration resistance. Int. J.
Numerical Methods in Engineering 63(14), 1991-2016.
Einav, I. and Randolph, M.F. 2006. Effect of strain rate on mobilised
strength and thickness of curved shear bands. Géotechnique 56(7),
501-504.
Elkhatib, S. 2006. The behaviour of drag-in plate anchors in soft
cohesive soils. PhD Thesis, The University of Western Australia.
Erbrich, C.T., O’Neill, M.P., Clancy, P. and Randolph, M.F. 2010.
Keynote Lecture: Axial and lateral pile design in carbonate soils.
Proc. 2nd Int. Symp. on Frontiers in Offshore Geotechnics,
ISFOG 2010, Perth, 125-154.
Fahey, M. and Carter, J.P. 1993. A finite element study of the
pressuremeter test in sand using a nonlinear elastic plastic model.
Canadian Geotechnical J. 30, 348-362.
Feng, X., Randolph, M.F., Gourvenec, S. and Wallerand, R. 2013.
Design approach for rectangular mudmats under fully three-
dimensional loading. Géotechnique, under review.
Finnie, I.M.S. and Morgan, N. 2004. Torsional loading of subsea
structures. Proc. Int. Offshore and Polar Engng Conf., Toulon, 326-
333.
Gaudin, C., Randolph, M.F., Feng, X., Clukey, E.C. and Dimmock, P.
2012. Centrifuge modelling of a hybrid foundation for subsea
equipment. Proc. 7th Int. Conf. Offshore Site Investigation and
Geotechnics, Soc. for Underwater Technology, London, 411-420.
Gibson, R.E. 1974. The analytical method in soil mechanics.
Géotechnique 24(2), 115-140.
Gilbert, R.B., Chen, J.-Y., Materek, B., Puskar, F., Verret, S., Carpenter,
J., Young, A., and Murff, J.D. 2010. Comparison of observed and
predicted performance for jacket pile foundations in hurricanes.
Proc. Offshore Technology Conf., Houston, Paper OTC 20861.