105
Honour Lectures /
Conférences honorifiques
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Randolph, M.F. and Houlsby, G.T. 1984. The limiting pressure on a
circular pile loaded laterally in cohesive soil.
Géotechnique
34(4),
613-623
Randolph, M.F., Low, H.E. and Zhou, H. 2007. In situ testing for design
of pipeline and anchoring systems,
Proc. 6
th
Int. Conf. on Offshore
Site Investigation and Geotechnics
, Soc. for Underwater
Technology, London, 251-262.
Randolph, M.F., Martin, C.M. and Hu, Y. 2000. Limiting resistance of a
spherical penetrometer in cohesive material.
Géotechnique
50(5)
573-582.
Randolph, M.F. and Puzrin, A.M. 2003. Upper bound limit analysis of
circular foundations on clay under general loading.
Géotechnique
53(9), 785-796.
Randolph, M.F., Seo, D. and White, D.J. 2010. Parametric solutions for
slide impact on pipelines.
J. Geotech. Geoenviron. Eng.
, ASCE,
136(7), 940-949.
Randolph, M.F. and White, D.J. 2008a. Pipeline embedment in deep
water: processes and quantitative assessment.
Proc. Offshore
Technology Conf.
, Houston, Paper OTC 19128.
Randolph, M.F. and White, D.J. 2008b. Upper bound yield envelopes
for pipelines at shallow embedment in clay.
Géotechnique
58(4),
297-301.
Randolph, M.F. and White, D.J. 2012. Interaction forces between
pipelines and submarine slides – a geotechnical viewpoint.
Ocean
Engineering
48, 32-37.
Randolph, M.F., White, D.J. and Yan, Y. 2012. Modelling the axial soil
resistance on deep water pipelines.
Géotechnique
62(9), 837-846.
Randolph, M.F. and Wroth, C.P. 1978. Analysis of deformation of
vertically loaded piles.
J. Geot. Eng. Div., ASCE
, 104(GT12),
1465-1488.
Randolph, M.F. and Wroth, C.P. 1979. An analytical solution for the
consolidation around a driven pile.
Int. J. Num. and Anal. Methods
in Geomechanics
3(3), 217-229.
Sahdi, F., Gaudin, C., White, D.J., Boylan, N. and Randolph, M.F.
2013. Centrifuge modelling of active slide-pipeline loading in soft
clay.
Géotechnique
(under review).
Salgado R, Lyamin A.V., Sloan S.W. and Yu H.S. 2004. Two and three-
dimensional bearing capacity of foundations in clay.
Géotechnique
54(5), 297-306.
Schneider, J. A., Lehane, B. M., and Schnaid, F. 2007. Velocity effects
on piezocone tests in normally and overconsolidated clays.
Int. J.
Physical Modelling in Geotechnics
7(2), 23–34.
Schneider, J.A., Xu, X. and Lehane, B.M. 2008. Database assessment of
CPT based design methods for axial capacity of driven piles in
siliceous sands.
J. Geotech. Geoenviron. Eng.,
ASCE, 134(9),
1227-1244.
Stewart, D.P. and Randolph, M.F. 1994. T-Bar penetration testing in
soft clay.
J. Geot. Eng. Div., ASCE
120(12), 2230-2235.
Suryasentana, S.K. and Lehane, B.M. 2013. Numerical derivation of
CPT-based p-y curves for piles in sand.
Géotechnique
, under
review.
Taiebat, H.A. and Carter, J.P. 2000. Numerical studies of the bearing
capacity of shallow foundations on cohesive soil subjected to
combined loading.
Géotechnique
50(4), 409-418.
Taiebat, H.A. and Carter, J.P. 2002. Bearing capacity of strip and
circular foundations on undrained clay subjected to eccentric loads.
Géotechnique
52(1), 61-64.
Taiebat H.A., and Carter, J.P. 2010. A failure surface for circular
footings on cohesive soils.
Géotechnique
60(4), 265–273.
Teh, C.I. and Houlsby, G.T. 1991. An analytical study of the cone
penetration test in clay.
Géotechnique
41(1), 17–34.
Tian, Y., Cassidy, M.J., Gaudin, C. and Randolph, M.F. 2013.
Considerations on the design of keying flap of plate anchors.
J.
Geotech. Geoenviron. Eng.
, ASCE, in press.
Wei, Q., Cassidy, M.J., Tian, Y. and Gaudin, C. 2013. Incorporating
shank resistance into prediction of the keying behaviour of suction
embedded plate anchors. Under review.
Wesselink, B.D., Murff, J.D., Randolph, M.F., Nunez, I.L. and Hyden,
A.M. 1988. Analysis of centrifuge model test data from laterally
loaded piles in calcareous sand.
Proc. Int. Conf. on Engineering for
Calcareous Sediments
, Perth, 1, 261-270.
Westgate, Z.J., Randolph, M.F., White D.J. and Li, S. 2010. The
influence of sea state on as-laid pipeline embedment: a case study,
Applied Ocean Research
32(3), 321-331.
Westgate, Z., White, D.J. and Randolph, M.F. 2012. Field observations
of as-laid pipeline embedment in carbonate sediments.
Géotechnique
62(9), 787-798.
Westgate, Z., White, D.J. and Randolph, M.F. 2013. Modelling the
embedment process during offshore pipe laying on fine-grained
soils.
Canadian Geotechnical Journal
, in press.
White D.J., Bolton M.D., Ganesan S.A., Bruton D.A.S., Ballard J.-C.
and Langford T. (2011). SAFEBUCK JIP: Observations from
model testing of axial pipe-soil interaction on soft natural clays.
Proc. Offshore Technology Conf.
, Houston, Paper OTC 21249.
White, D.J. and Cathie, D.N. 2010. Geotechnics for subsea pipelines.
Proc. 2
nd
Int. Symp. on Frontiers in Offshore Geotechnics,
ISFOG 2010
, Perth, 87-123.
White, D.J. and Lehane, B.M. 2004. Friction fatigue on displacement
piles in sand.
Géotechnique
54(10), 645–658.
White, D.J., Schneider, J.A. and Lehane, B.M. 2005. The influence of
effective area ratio on shaft friction of displacement piles in sand.
Proc. Int. Symp. on Frontiers in Offshore Geomechanics, ISFOG
,
Perth, 741–747.
Yang, M., Aubeny, C.P. and Murff, J.D. 2010. Undrained capacity of
plate anchors under general loading.
J. Geotech. Geoenviron. Eng.
,
ASCE 136(10), 1383-1393.
Yang, M., Aubeny, C.P. and Murff, J.D. 2012. Behaviour of suction
embedded plate anchors during the keying process.
J. Geotech.
Geoenviron. Eng.
, ASCE 138(2), 174–183.
Yi, J.T., Goh, S.H., Lee, F.H. and Randolph, M.F. 2012. A numerical
study of cone penetration rate effects,
Géotechnique
62(8),707-719.
Yuan F., Wang L., Guo, Z. and Xie Y.G. 2012. Analytical analysis of
pipeline-soil interaction during J-lay on a plastic seabed with
bearing resistance proportional to depth.
Applied Ocean Research
36, 60-68.
Yun, G. and Bransby, M.F. 2007. The undrained vertical bearing
capacity of skirted foundations.
Soils and Foundations
47(3), 493-
505.
Yun, G.J., Maconochie, A., Oliphant, J. and Bransby, M.F. 2009.
Undrained capacity of surface footings subjected to combined V-H-
T loading.
Proc. Int. Offshore and Polar Engineering Conference,
Osaka, Paper 2009-TPC-614.
Zakeri, A. 2009. Submarine debris flow impact on suspended (free-
span) pipelines: normal and longitudinal drag forces.
Ocean
Engineering
36(6-7), 489-499.
Zakeri, A., Chi, K. and Hawlader, B. 2011. Centrifuge modeling of
glide block and out-runner block impact on submarine pipelines.
Proc. Offshore Technology Conf
., Houston, Paper OTC 21256.
Zhang, C., White, D.J., Randolph, M.F. 2011. Centrifuge modelling of
the cyclic lateral response of a rigid pile in soft clay.
J. Geotech.
Geoenviron. Eng.
, ASCE, 137(7), 717-729.
Zhou, H. and Randolph, M.F. 2006. Large deformation analysis of
suction caisson installation in clay.
Canadian Geotechnical J.
43,
1344-1357.
Zhou, H. and Randolph, M.F. 2009a. Resistance of full-flow
penetrometers in rate-dependent and strain-softening clay.
Géotechnique
59(2), 79-86.
Zhou, H. and Randolph, M.F. 2009b. Numerical investigations into
cycling of full-flow penetrometers in soft clay.
Géotechnique
59(10), 801-812.
