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A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay.. Proceedings of International Conference on Behaviour of Offshore Struc

Trang 1

Acosta-Martinez, H.E and Gourvenec, S (2006) One-dimensional consolidation tests on kaolin clay, Research Report GEO: 06385, University of Western Australia, Geomechanics Group, Perth

Bennett & Associates, L.L.C & Offshore Technology Development Pte Ltd (2005) Jack up units: A technical primer for the offshore industry professional (Website:http://www.bbengr.com/jack_up_primer.pdf) Berg, A.H.H.J (2004) Harmonisation of distributed geographic datasets: A model driven approach for geotechnical and footprint data Master of Science thesis, Delft University of Technology

Bransby, M.F and Randolph, M.F (1999) The effect of skirted foundation shape on response to combined V-M-H loadings Int J of Offshore and Polar Eng., 9(3), 214-218

Butterfield, R., Houlsby, G T and Gottardi, G (1997) Standardized sign conventions and notation for generally loaded foundations Géotechnique

47, No 5, 1051-1054

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, 91 – 106

Cassidy, M.J., Quah, C.K and Foo, K.S (2009) Experimental investigation of the reinstallation of spudcan footings close to existing footprints Journal

of Geotechnical and Geoenvironmental Engineering (ASCE), Vol 135,

No 4, April 2009, pp 474-486

Chung, S.F., Randolph, M.F and Schneider, J.A (2006) Effect of penetration rate on penetrometer resistance in clay Journal of Geotechnical and Geoenvironmental Engineering 2006: 1188-1196

Dean, E.T.R., Hsu, Y S., James, R.G., Schofield, A.N., Murff, J.D and Wong, P.C (1995) Centrifuge modelling of 3-leg jack-ups with non-skirted spuds on partially drained sand Proc 27th Offshore Technology Conf., Houston, Texas 319 – 332

Trang 2

Dean, E.T.R., James, R.G., Schofield, A.N., Tan, F S C and Tsukamoto, Y (1993) The bearing capacity of conical footings on sand in relation to the behaviour of spudcan footings of jackups In Predictive soil mechanics, Proc Wroth Mem Sym., pp 230-253 London: Thomas Telford

Dean, E.T.R., and Serra, H (2004) Concepts for mitigation of spudcan-footprint interaction in normally consolidated clay Proc 14th Int Offshore and Polar Engineering Conf (ISOPE), Toulon, France

Finnie, I.W.S (1993) Performance of shallow foundations in calcareous soils PhD thesis, University of Western Australia

Finnie, I.M.S and Randolph, M.F (1994) Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments Proceedings of International Conference on Behaviour of Offshore Structures Boston, pp 217 -230

Foo, K.S., Quah, M.C.K., Wildberger, P and Vazquez, J.H (2003) Spudcan footprint interaction and rack phase difference Proc 9th Int Conf

Jack-up Platform Design, Construction and Operation, City University, London, UK

Gan, C.T., Cassidy, M.J., Gaudin, C., Leung, C.F and Chow, Y.K (2008a) Drum centrifuge model tests on spudcan footprint characteristics in normally consolidated and over-consolidated kaolin clay Centre for Offshore Foundation System, University of Western Australia Research report No 08469

Gan, C.T., Leung, C.F and Chow, Y.K (2007) A study on spudcan footprint Proc of 16th Southeast Asia Geotechnical Conference, Kuala Lumpur, 735-740

Gan, C.T., Leung, C.F and Chow, Y.K (2008b) A study on spudcan footprint interaction Proc of 2nd BGA International Conference on Foundations, Dundee, Scotland, 24-27 June 2008, pp 861 – 872

Gemenhardt, J.P and Focht, J.A (1970) Theoretical and observed performance

of mobile rig footings on clay Proceeding of 2nd Annual Offshore Technology Conference, Houston, Texas, US April 22-24, 1970 OTC

1201 pp 549 – 558

Global Maritime-Fugro Alliance (2002) Guideline Document for the assessment and mitigation of jack-up spudcan-footprint interaction

Trang 3

Proposal for an industry sponsored project managed by the Global Maritime-Fugro JIP Alliance

Global Maritime (2003) Impact of changes to T&R 5-5A on jack-up system reliability levels Research Report 037 Health and Safety Executives 2003

Goh, T.L (2003) Stabilisation of an excavation by an embedded improved soil layer PhD thesis, National University of Singapore

Grammatikopoulou, A., Jardine, R.J., Kovacevic, N, Potts, D.M., Hoyle, M.J.R and Hampson, K.M (2007) Potential solutions to the problem of the eccentric installation of jack-up structures into old footprint craters Proceedings of the 6th International Offshore Site Investigation and Geotechnics Conference 11-13 September 2007, London, UK

Hossain, M.S., Hu, Y., Randolph, M.F and White, D.J (2005) Limiting cavity depth for spudcan foundations penetrating clay Géotechnique, 55(9), 679-690

Hossain, M.S., Myhreyar, Z., Hu, Y and Randolph, M.F (2004) Deep penetration of spudcan foundation into NC clay Proc of 23rd International Conference on Offshore Mechanics and Arctic Engineering (OMAE), Vancouver, Canada, OMAE 2004 51154

Houlsby, G.T and Martin, C.M (2003) Undrained bearing capacity factors for conical footings on clay Géotechnique 53, No.5, pp 513-520

Hu, Y and Randolph, M F (1998) H-adaptive FE analysis of elasto-plastic non-homogeneous soil with large deformation International Journal of Computer Geomechanics, 23(1), pp 61-84

Hu, Y., Randolph, M.F and Watson, P.G (1999) Bearing response of skirted foundation on nonhomogeneous soil Journal of Geotechnical and Geoenvironmental Engineering (ASCE) Vol 125(11) pp 924-935 Jamiolkowski, M.B., Ladd, C.C., Germaine, J.T and Lancellotta, R (1985) New developments in field and laboratory testing of soils Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, San Franscisco, 12-16 Aug 1985 Vol 1 pp 57-153

Jardine, R.J (2009) Review of technical issues relating to foundations and geotechnics for offshore installations in the UKCS Research report 676 for Health and Safety Executive, UK

Trang 4

Jardine, R.J., Kovacevic, N., Hoyle, M.J.R., Sidhu, H.K and Letty, A (2001).

A study of eccentric jack-up penetration into infilled footprint craters Proc 8th International Conference the Jack-up Platform, eds: C.D’Mello and L Boswell, City University, London

Jardine, R.J, Kovacevic, N., Hoyle, M J R., Sidhu, H.K and Letty, A (2002) Assesing the effects on jack-up structures of eccentric installation over infilled craters In Society for Underwater Technology (SUT), Proc Int Conf Offshore Site Investigation and Geotechnics – ‘Diversity and Sustainability’ London, pp 307 – 324

Koutsoftas, D.C and Ladd, C.C (1985) Design strengths for an offshore clay Journal of Geotechnical Engineering, ASCE, 111(3): 337-355

Ladd, C C and R Foott (1974) New design procedure for stability of soft clays American Society of Civil Engineers, Journal of the Geotechnical Engineering Division 100(GT7): 763-786

Le Tirant, P (1979) Seabed reconnaissance and offshore soil mechanics for the installation of petroleum structures Paris: Editions Technips

Lee, F.H (1992) The University of Singapore Geotechnical Centrifuge User Manual Research Report No CE001 July 1992

Lee, F.H., Tan, T.S., Yong, K.Y., Karunaratne, G.P and Lee, S.L (1991) Development of geotechnical centrifuge facility at the National University of Singapore Proc Int Conf Centrifuge 1991, pp 11-17 Lee, K.K (2009) Investigation of potential spudcan punch-through failure on sand overlying clay soils PhD thesis, University of Western Australia Leung, C.F., Gan, C.T and Chow, Y.K (2007) Shear strength changes within jack-up spudcan footprint 7th International Offshore and Polar Engineering Conference (ISOPE), Lisbon, Portugal, pp 1504 – 1509 Leung, C.F., Lee, F.H and Tan, T.S (1991) Principles and applications of geotechnical centrifuge model testing Journal of the Institution of Engineering, Singapore, Vol 31, No 4, pp 39-44

Low, H.E., Randolph, M.F., DeJong, J.T and Yafrate, N.J (2008) Variable rate fullflow penetration tests in intact and remoulded soil Proceedings of

3rd International Conference on Site Characterization (ISC'3) Geotechnical and Geophysical Site Characterization Edited by A.-B

Trang 5

Huang and P.W Mayne Taipei, Taiwan 1-4 April 2008 Taylor & Francis pp 1087-1092

Lunne, T., Randolph, M.F., Chung, S.F., Andersen, K.H and Sjursen, M (2005) Comparison of cone and T-bar factors in two onshore and one offshore clay sediments Frontiers in Offshore Geotechnics: ISFOG 2005: 981-989

Martin, C.M (1994) Physical and numerical modeling of offshore foundations under combined loads DPhil thesis, University of Oxford

McClelland, B., A.G Young and B.D Remmes (1981) Avoiding jack-up rig foundation failure Proc Int Symp Geotechnical Aspects of Coastal and Offshore Structures, Bangkok

McClelland, B., A.G Young and B.D Remmes (1982) Avoiding jack-up rig foundation failure Geotechnical Engineering 13(2), 151-188

McNamee, J and R.E Gibson (1960a) Displacement functions and linear transforms applied to diffusion through porous elastic media Quarterly Journal of Mechanics and Applied Mathematics, 13 pp 98-111

McNamee, J and R.E Gibson (1960b) Plane strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum Quarterly Journal of Mechanics and Applied Mathematics, 13 pp 210-227

MSL (2004) Guidelines for jack-up rigs with particular reference to foundation integrity Research Report 289 Health and Safety Executive 2004

Murff, J.D (1996) The geotechnical centrifuge in offshore engineering In Proceedings International Offshore Technology Conference, Houston, 6 –

9 May 1996, pp 675 – 689

Murff, J.D., Himilton, J.M., Dean, E.T.R., James, R.G., Kusakabe, O & Schofield, A.N (1991) Centrifuge testing of foundation behaviour using full jack-up rig models Proc 32nd Offshore Technology Conference, Houston, Texas, OTC 6516

Newson, T.A., Watson, P.G and Bransby, M.F (1999) Undrained shear strength profiling using a spherical penetrometer Research report: G469 Geomechanics Group, The University of Western Australia

Trang 6

Osborne, J.J (2005) Are we good or are we lucky? Managing the mudline risk OGP/CORE Workshop – the Jackup Drilling Options & Ingredient for Success, 2005.National University of Singapore

Osborne, J.J., Pelley, D., Nelson, C and Hunt, R (2006) Unpredicted jack-up foundation performance 1st Jack-up Asia Conference and Exhibition, Singapore 7-8 December 2006

Osborne, J.J., Teh, K.L., Leung, C.F., Cassidy, M.J., Houlsby, G.T., Chan, N., Devoy, D., Handidjaja, P and Foo, K.S (2008) An introduction to the InSafe JIP Proceeding of the 2nd Jack-up Asia Conference Singapore Poulos, H.G (1988) Marine geotechnics London: Unwin Hyman

Purnawa, O A (2007) Centrifuge model study on the spudcan extraction in soft clay Phd Thesis, National University of Singapore

Purwana, O.A., Leung, C.F., Chow, Y.K and Foo, K.S (2005) Influence of base suction on extraction of jack-up spudcans Géotechnique 55, No 10, 741-753

Randolph, M.F., Cassidy, M.J., Gourvenec, S., and Erbrich, C.T (2005) Challenges of offshore geotechnical engineering (Keynote) Proc 16th Int Symp Soil Mechanics And Geotechnical Engineering (ISSMGE), Osaka, Japan, Balkema

Randolph, M.F., Hefer, P.A., Geise, J., and Watson, P.G (1998) Improved seabed strength profiling using T-bar penetrometer Offshore Site Investigation and Foundation Behaviour ‘ New Frontier’, London, UK, 221-235

Randolph, M.F and Hope, S (2004) Effect of cone velocity on cone resistance and excess pore pressures Proc of International Symposium on Engineering Practice and Performance of Soft Deposits Osaka, Japan, pp 147-152

Randolph, M.F and Houlsby, G.T (1984) The limiting pressure on a circular pile loaded laterally in cohesive soil Géotechnique 34, No 4, 613-623 Randolph, M.F and House, A.R (2001) The complementary roles of physical and computational modeling International Journal of Physical Modelling

in Geotechnics 1 (2001): 01-08

Trang 7

Randolph, M.F., Martin, C.M and Hu, Y (2000) Limiting resistance of a spherical penetrometer in cohesive material Géotechnique 50, No 5, 573-582

Reardon, M.J (1986) Review of the geotechnical aspects of jack-up unit operations Ground Engineering 19(7): 21-26

Rowe, R.K and Davis, E.H (1982) The behaviour of anchor plates in clay, Geotechnique 32, No 1, pp 9-23

Schiffman, R.L., A.T.F Chen and J.C Jordan.(1969) An analysis of consolidation theories, Journal of the Soil Mechanics and Foundations Division: Proceedings of the American Society of Civil Engineers, 95(SM1), pp 285-312

Schofield, A N (1998) Geotechnical centrifuge development can correct a soil mechanics error Keynote lecture, Tokyo Conference of TC2, Centrifuge

98 23 September 1998

Siciliano, R.J., Hamilton, J.M and Murff, J.D and Phillips, R (1990) Effect of jackup spudcans on piles, Offshore Technology Conference OTC 6467, 381-390

Stewart, D.P (1992) Lateral loading of piled bridge abutments due to embankment construction PhD thesis, University of Western Australia, Perth

Stewart, D.P (2005) Influence of jack-up operation adjacent to a piled structure Frontiers in Offshore Geotechnics: ISFOG 2005 pp 516-523 Stewart, D.P., Boyle, R.S and Randolph, M.F (1998) Experience with a new drum centrifuge Proc Int Conf Centrifuge’98, Tokyo, Japan, 1, pp 35-40

Stewart, D.P and Finnie, I.M.S (2001) Spudcan-footprint interaction during jack-up workovers International Society of Offshore and Polar Engineers (ISOPE), Cupertino, California Vol 1 pp 61-65

Stewart, D.P., and Randolph, M.F (1991) A new site investigation tool for the centrifuge Proc Int Conf on Centrifuge Modelling – Centrifuge 91, Boulder, Colorado, 531-538

Stewart, D.P., and Randolph, M.F (1994) T-bar penetrometer testing in soft clay Journal of Geotechnical Engineering, Vol 120, No 12, 2230-2235

Trang 8

SNAME (2002a) Guidelines for Site Specific Assessment of Mobile Jack-up Units, Society of Naval Architects and Marine Engineers, Technical & Research Bullentin 5-5A, New Jersey

SNAME (2002b) Commentaries to Recommended Practice for Site Specific Assessment of Mobile Jack-up Units, Society of Naval Architects and Marine Engineers, New Jersey

Sumrow, M (2002) Industry funded project investigates jack-up rig spudcan, footprint interactions Oil & Gas Journal, 2002 pp 56-57

Svano, G and Tjelta T I (1996) "Skirted spud-cans - Extending operational depth and improving performance." Marine Structures 9(1 Spec Iss.): 129-148

Swee, S (2009).The effect of skirted height on punch-through mitigation Bachelor thesis, National University of Singapore

Taylor, R.N (1995) Centrifuge in modeling: Principles and scale effects Geotechnical Centrifuge Technology, Blackie Academic and Professional

Taylor, R.N., R.J Grant, S Robson and J Kuwano (1998) An image analysis system for determining plane and 3-D displacements in soil models Proc Centrifuge’ 98 Balkema, Rotterdam, pp 73-78

Teh, K.L (2007) Punch-through of spudcan foundation in sand overlying clay PhD thesis, National University of Singapore

Teh, K.L., Byrne, B.W and Houlsby, G.T (2006) Effects of seabed irregularities on loads developed in legs of jack-up units Jack Up Asia Conference & Exhibition 2006, Singapore

Teh, K.L, Gan, C.T., Hu, E.H.J., Leung, C.F and Chow, Y.K (2008) A comparison of penetration behaviour of spudcan and skirted footing in sand overlying clay Proc of 2nd Jack-up Asia Conference, Singapore, 17-18 Nov 2008

Tho, K.K., Leung, C.F., Chow, Y.K and Swaddiwudhipong, S (2009) Application of Eulerian finite element technique for analysis of spudcan and pipeline penetration into the seabed Proc 12th International Conference the Jack-up Platform, City University, London

Tsukamoto, Y (1994) Drum centrifuge tests of three-leg jack-ups on sand PhD Thesis, University of Cambridge, United Kingdom

Trang 9

Watson, P.G (1999) Performance of skirted foundations for offshore structures PhD thesis, The University of Western Australia

Watson, P.G., Newson, T.A and Randolph, M.F (1998) Strength profiling in soft offshore soils Proc 1st Int conf on site characterization – ISC’98,

pp 1389-1394 Atlanta: Balkema

White, D.J and W.A Take (2002) GeoPIV: Particle Image Velocimetry (PIV) software for use in Geotechnical testing D-Soils-TR322 Cambridge University Engineering Department Technical Report

White, D.J., W.A Take and M.D Bolton (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry Géotechnique, Vol 30(1) Pp 49-65

Wroth, C.P (1984) The interpretation of in situ soil tests Géotechnique, 34(4): 449-489

Xie, Y (2009) Centrifuge model study on spudcan-pile interaction Phd Thesis, National University of Singapore

Zhou, X.X (2006) Numerical modelling of extraction of spudcans Phd Thesis, National University of Singapore

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