-
1
-
-
36448954823
-
-
AGA (1988). Submarine pipeline on-bottom stability analysis and design considerations. PR-178-9731, American Gas Association.
-
AGA (1988). Submarine pipeline on-bottom stability analysis and design considerations. PR-178-9731, American Gas Association.
-
-
-
-
2
-
-
28844439398
-
Collapse loads for a cylinder embedded in trench in cohesive soil
-
Aubeny, C.P., Shi, H. & Murff, J.D. (2005). Collapse loads for a cylinder embedded in trench in cohesive soil. Int. J. of Geomechanics, ASCE, 5(4), 320-325.
-
(2005)
Int. J. of Geomechanics, ASCE
, vol.5
, Issue.4
, pp. 320-325
-
-
Aubeny, C.P.1
Shi, H.2
Murff, J.D.3
-
3
-
-
77955596277
-
Bearing capacity and large penetration of a cylindrical object at shallow embedment
-
ISFOG, Perth
-
Barbosa-Cruz, E.R., & Randolph, M.F. (2005). Bearing capacity and large penetration of a cylindrical object at shallow embedment. Proc. Int. Symp. on Frontiers in Offshore Geotechnics, ISFOG, Perth, 615-621.
-
(2005)
Proc. Int. Symp. on Frontiers in Offshore Geotechnics
, pp. 615-621
-
-
Barbosa-Cruz, E.R.1
Randolph, M.F.2
-
4
-
-
36448995938
-
-
Bolton, M.D., Ganesan, S.A., & White, D.J. (2006). Greater Plutonio Development: Axial pipe-soil interaction using the Cam-shear device. Cambridge University Technical Services, Report No. SC-CUTS-0605-R00 to Boreas Consultants and BP (confidential).
-
Bolton, M.D., Ganesan, S.A., & White, D.J. (2006). Greater Plutonio Development: Axial pipe-soil interaction using the Cam-shear device. Cambridge University Technical Services, Report No. SC-CUTS-0605-R00 to Boreas Consultants and BP (confidential).
-
-
-
-
5
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. (1986). The strength and dilatancy of sands. Géotechnique 36(1):65-78
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
6
-
-
34948864910
-
Deepwater geotechnical site investigation practice in the Gulf of Guinea
-
Perth, Australia
-
Borel, D., Puech, A., Dendani, H. & Colliat, J-L. (2005). Deepwater geotechnical site investigation practice in the Gulf of Guinea. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, Australia. 921-926.
-
(2005)
Proc. Int. Symposium on Frontiers in Offshore Geotechnics
, pp. 921-926
-
-
Borel, D.1
Puech, A.2
Dendani, H.3
Colliat, J.-L.4
-
7
-
-
0032180688
-
Combined loading of skirted foundations
-
Bransby M.F. & Randolph, M.F. (1998). Combined loading of skirted foundations. Géotechnique 48(5): 637-655
-
(1998)
Géotechnique
, vol.48
, Issue.5
, pp. 637-655
-
-
Bransby, M.F.1
Randolph, M.F.2
-
8
-
-
84861041155
-
-
Brennodden, H., & Stokkeland, A. (1992). Time-dependent pipe-soil resistance for soft clay. Proc. Offshore Technology Conference, Houston. OTC6846.
-
Brennodden, H., & Stokkeland, A. (1992). Time-dependent pipe-soil resistance for soft clay. Proc. Offshore Technology Conference, Houston. OTC6846.
-
-
-
-
9
-
-
84954218685
-
-
Brennodden, H., Sveggen, O., Wagner, D.A. & Murff, J.D. (1986). Full-scale pipe-soil interaction tests. Proc. Offshore Technology Conference, Houston, OTC5338.
-
Brennodden, H., Sveggen, O., Wagner, D.A. & Murff, J.D. (1986). Full-scale pipe-soil interaction tests. Proc. Offshore Technology Conference, Houston, OTC5338.
-
-
-
-
10
-
-
36448997167
-
-
BSI BS8010 (1993). Pipelines subsea: design, construction and installation (Part 3). British Standard Institution.
-
BSI BS8010 (1993). Pipelines subsea: design, construction and installation (Part 3). British Standard Institution.
-
-
-
-
11
-
-
36448930666
-
-
Brown, G., Brunner, M., Qi, X. & Stanley, I. (2006). Lateral buckling reliability calculation methodology accounting for buckle interaction. Proc. Offshore Technology Conference, Houston, OTC17795.
-
Brown, G., Brunner, M., Qi, X. & Stanley, I. (2006). Lateral buckling reliability calculation methodology accounting for buckle interaction. Proc. Offshore Technology Conference, Houston, OTC17795.
-
-
-
-
12
-
-
36448990599
-
-
Brunner, M.S., Qi, X., Zheng, J. & Chao, J.C. (2006). Combined effect of flowline walking and riser dynamic loads on HP/HT flowline design. Proc. Offshore Technology Conference, Houston, OTC17806.
-
Brunner, M.S., Qi, X., Zheng, J. & Chao, J.C. (2006). Combined effect of flowline walking and riser dynamic loads on HP/HT flowline design. Proc. Offshore Technology Conference, Houston, OTC17806.
-
-
-
-
14
-
-
36448991698
-
-
Bruton, D.A.S., White, D.J., Cheuk, C.Y., Bolton, M.D. & Carr, M.C. (2006). Pipe-soil interaction behaviour during lateral buckling, including large amplitude cyclic displacement tests by the Safebuck JIP. Proc. Offshore Technology Conference, Houston, OTC17944.
-
Bruton, D.A.S., White, D.J., Cheuk, C.Y., Bolton, M.D. & Carr, M.C. (2006). Pipe-soil interaction behaviour during lateral buckling, including large amplitude cyclic displacement tests by the Safebuck JIP. Proc. Offshore Technology Conference, Houston, OTC17944.
-
-
-
-
15
-
-
0002700570
-
Shaft friction of piles in clay - A simple fundamental approach
-
Burland, J.B. (1973). Shaft friction of piles in clay - A simple fundamental approach. Ground Engineering, 6(3):30-42.
-
(1973)
Ground Engineering
, vol.6
, Issue.3
, pp. 30-42
-
-
Burland, J.B.1
-
16
-
-
36448972492
-
-
Carr, M., Sinclair, F., & Bruton, D. (2006). Pipeline walking - understanding the field layout challenges, and analytical solutions developed for the SAFEBUCK JIP. Proc. Offshore Technology Conference, Houston, OTC17945.
-
Carr, M., Sinclair, F., & Bruton, D. (2006). Pipeline walking - understanding the field layout challenges, and analytical solutions developed for the SAFEBUCK JIP. Proc. Offshore Technology Conference, Houston, OTC17945.
-
-
-
-
17
-
-
84857480089
-
Pipeline geotechnics - state-of-the-art
-
Perth, Australia
-
Cathie, D.N., Jaeck, C., Ballard, J.C & Wintgens, J-F. (2005). Pipeline geotechnics - state-of-the-art. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, Australia. 95-114
-
(2005)
Proc. Int. Symposium on Frontiers in Offshore Geotechnics
, pp. 95-114
-
-
Cathie, D.N.1
Jaeck, C.2
Ballard, J.C.3
Wintgens, J.-F.4
-
18
-
-
33745259535
-
Guidelines for pipeline on-bottom stability on liquefied non-cohesive seabeds
-
Damgaard, J.S., Sumer, B.M., Teh, T.C., Palmer, A.C., Foray, P. & Osorio, D. (2006). Guidelines for pipeline on-bottom stability on liquefied non-cohesive seabeds. J. Waterways, Port, Coastal, and Ocean Eng., ASCE. 132(4), 300-309.
-
(2006)
J. Waterways, Port, Coastal, and Ocean Eng., ASCE
, vol.132
, Issue.4
, pp. 300-309
-
-
Damgaard, J.S.1
Sumer, B.M.2
Teh, T.C.3
Palmer, A.C.4
Foray, P.5
Osorio, D.6
-
19
-
-
0345603490
-
Pipeline stability on a mobile and liquefied seabed: A discussion of magnitudes and engineering implications
-
ASME, Rio de Janeiro, Brazil
-
Damgaard, J. S., & Palmer, A. C. (2001). Pipeline stability on a mobile and liquefied seabed: A discussion of magnitudes and engineering implications. Proc., 20th Int. Conf. on Offshore Mechanics and Arctic Engineering, ASME, Rio de Janeiro, Brazil.
-
(2001)
Proc., 20th Int. Conf. on Offshore Mechanics and Arctic Engineering
-
-
Damgaard, J.S.1
Palmer, A.C.2
-
20
-
-
36448989863
-
-
DNV (1988) On bottom stability design of submarine pipelines. RP-E305. Det Norske Veritas, Oslo, Norway
-
DNV (1988) On bottom stability design of submarine pipelines. RP-E305. Det Norske Veritas, Oslo, Norway
-
-
-
-
21
-
-
36448972104
-
-
DNV (2007) Design of HP/HT pipelines for global buckling. RP-F110. Det Norske Veritas, Oslo, Norway
-
DNV (2007) Design of HP/HT pipelines for global buckling. RP-F110. Det Norske Veritas, Oslo, Norway
-
-
-
-
22
-
-
84863168676
-
The origin of near-seafloor "crust zones" in deepwater
-
Perth, Australia
-
Ehlers, C.J., Chen, J., Roberts, H.H. & Lee, Y.C. (2005). The origin of near-seafloor "crust zones" in deepwater. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, Australia. 927-934
-
(2005)
Proc. Int. Symposium on Frontiers in Offshore Geotechnics
, pp. 927-934
-
-
Ehlers, C.J.1
Chen, J.2
Roberts, H.H.3
Lee, Y.C.4
-
23
-
-
0024165575
-
Displacements of footings on sand under eccentric and inclined loads
-
Georgiadis, M. & Butterfield R. (1988). Displacements of footings on sand under eccentric and inclined loads. Canadian Geotechnical Journal. 25:199-212
-
(1988)
Canadian Geotechnical Journal
, vol.25
, pp. 199-212
-
-
Georgiadis, M.1
Butterfield, R.2
-
24
-
-
0000153364
-
The plastic yielding of metal junctions due to combined shear and pressure
-
Green, A.P. (1954). The plastic yielding of metal junctions due to combined shear and pressure. J. Meek & Phys. Solids 2:197-211
-
(1954)
J. Meek & Phys. Solids
, vol.2
, pp. 197-211
-
-
Green, A.P.1
-
25
-
-
85052962592
-
-
Harrison, G.E., Brunner, M.S. & Bruton, D.A.S. (2003). King flowlines - thermal expansion design and implementation. Proc. Offshore Technology Conference, Houston, OTC15310.
-
Harrison, G.E., Brunner, M.S. & Bruton, D.A.S. (2003). King flowlines - thermal expansion design and implementation. Proc. Offshore Technology Conference, Houston, OTC15310.
-
-
-
-
26
-
-
84930118935
-
-
Karal, K. (1977) Lateral Stability of Submarine Pipelines, Proc. Offshore Technology Conference, Houston. OTC2967.
-
Karal, K. (1977) Lateral Stability of Submarine Pipelines, Proc. Offshore Technology Conference, Houston. OTC2967.
-
-
-
-
27
-
-
34948825077
-
Lateral buckling design of the Dunbar-North Alwyn double wall insulated pipeline
-
Kaye, D., LeMarchand, D., Blondin P., & Carr, M. (1995). Lateral buckling design of the Dunbar-North Alwyn double wall insulated pipeline. Proc. Offshore Pipeline Technology Conf.
-
(1995)
Proc. Offshore Pipeline Technology Conf
-
-
Kaye, D.1
LeMarchand, D.2
Blondin, P.3
Carr, M.4
-
28
-
-
0021898692
-
Marine pipeline soil friction coefficients from in-situ testing
-
Lambrakos K.F. (1985). Marine pipeline soil friction coefficients from in-situ testing. Ocean Engng, 12(2): 131-150
-
(1985)
Ocean Engng
, vol.12
, Issue.2
, pp. 131-150
-
-
Lambrakos, K.F.1
-
29
-
-
36448977764
-
Soil resistance to lateral sliding of marine pipelines
-
Houston, OTC
-
Lyons, C.G. (1973). Soil resistance to lateral sliding of marine pipelines. Proc. Offshore Technology Conference, Houston, OTC1876.
-
(1876)
Proc. Offshore Technology Conference
-
-
Lyons, C.G.1
-
30
-
-
0034253833
-
Combined loading of spudcan foundations on clay: Laboratory testing
-
Martin, C.M. & Houlsby, G.T. (2000). Combined loading of spudcan foundations on clay: laboratory testing. Géotechnique, 50(4):325-338
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 325-338
-
-
Martin, C.M.1
Houlsby, G.T.2
-
31
-
-
0035494629
-
Combined loading of spudcan foundations on clay: Numerical modelling
-
Martin, C.M. & Houlsby, G.T. (2001). Combined loading of spudcan foundations on clay: numerical modelling. Géotechnique, 51(8):687-699.
-
(2001)
Géotechnique
, vol.51
, Issue.8
, pp. 687-699
-
-
Martin, C.M.1
Houlsby, G.T.2
-
32
-
-
36448997541
-
-
Mebarkia, S. (2006). Effect of high pressure/high temperature flowlines and soil interaction on deepwater subsea development. Proc. Offshore Technology Conference, Houston, OTC18107.
-
Mebarkia, S. (2006). Effect of high pressure/high temperature flowlines and soil interaction on deepwater subsea development. Proc. Offshore Technology Conference, Houston, OTC18107.
-
-
-
-
33
-
-
0024681281
-
Pipe penetration in cohesive soil
-
Murff, J.D., Wagner, D.A., & Randolph, M.F. (1989). Pipe penetration in cohesive soil. Géotechnique, 39(2):213-229.
-
(1989)
Géotechnique
, vol.39
, Issue.2
, pp. 213-229
-
-
Murff, J.D.1
Wagner, D.A.2
Randolph, M.F.3
-
34
-
-
33644609175
-
Upper bound analysis of lateral pile capacity in cohesive soil
-
Martin, C.M. & Randolph, M.F. (2006). Upper bound analysis of lateral pile capacity in cohesive soil. Géotechnique, 56(2):141-145.
-
(2006)
Géotechnique
, vol.56
, Issue.2
, pp. 141-145
-
-
Martin, C.M.1
Randolph, M.F.2
-
35
-
-
58449130846
-
-
Morris, D.V., Yen, T. & Dunlap, W.A. (1988). Self-burial of laterally loaded offshore pipelines in weak sediments. Proc. Offshore Technology Conference, Houston. OTC5855
-
Morris, D.V., Yen, T. & Dunlap, W.A. (1988). Self-burial of laterally loaded offshore pipelines in weak sediments. Proc. Offshore Technology Conference, Houston. OTC5855
-
-
-
-
37
-
-
0025920573
-
Settlements of shallow foundations on sand
-
Nova R. & Montrasio L. (1991). Settlements of shallow foundations on sand. Géotechnique, 41(2):243-256
-
(1991)
Géotechnique
, vol.41
, Issue.2
, pp. 243-256
-
-
Nova, R.1
Montrasio, L.2
-
38
-
-
85029974936
-
Findings from a joint industry study on foundation fixity of three leg jack-up units
-
Houston OTC 6615
-
Osborne, J. J., Trickey, J.C., Houlsby, G. T. & James, R. G. (1991). Findings from a joint industry study on foundation fixity of three leg jack-up units. Proc. Offshore Technology Conference, Houston OTC 6615
-
(1991)
Proc. Offshore Technology Conference
-
-
Osborne, J.J.1
Trickey, J.C.2
Houlsby, G.T.3
James, R.G.4
-
39
-
-
0344463441
-
A flaw in the conventional approach to stability design of pipelines. Proc
-
Amsterdam, The Netherlands
-
Palmer, A.C. (1996). A flaw in the conventional approach to stability design of pipelines. Proc., Offshore Pipeline Technology Conf., Amsterdam, The Netherlands.
-
(1996)
Offshore Pipeline Technology Conf
-
-
Palmer, A.C.1
-
40
-
-
84857480083
-
Some geotechnical specificities of Gulf of Guinea deepwater sediments
-
Perth, Australia
-
Puech, A., Colliat J-L., Nauroy J-F., & Meunier J. (2005). Some geotechnical specificities of Gulf of Guinea deepwater sediments. Proc Int. Symposium on Frontiers in Offshore Geotechnics, Perth, Australia. 1047-1054.
-
(2005)
Proc Int. Symposium on Frontiers in Offshore Geotechnics
, pp. 1047-1054
-
-
Puech, A.1
Colliat, J.-L.2
Nauroy, J.-F.3
Meunier, J.4
-
41
-
-
33747374182
-
Characterisation of soft sediments for offshore applications
-
Porto
-
Randolph, M.F. (2004). Characterisation of soft sediments for offshore applications. Proc. 2nd Int. Conf. on Site Characterisation, Porto, 1,209-231.
-
(2004)
Proc. 2nd Int. Conf. on Site Characterisation
, vol.1
, pp. 209-231
-
-
Randolph, M.F.1
-
42
-
-
0021598564
-
The limiting pressure on a circular pile loaded laterally in cohesive soil
-
Randolph, M.F. & Houlsby, G.T. (1984). The limiting pressure on a circular pile loaded laterally in cohesive soil. Géotechnique. 34(4): 613-623.
-
(1984)
Géotechnique
, vol.34
, Issue.4
, pp. 613-623
-
-
Randolph, M.F.1
Houlsby, G.T.2
-
43
-
-
84858453143
-
-
th Int. Conf. Soil Mech. & Geotech Engng., Istanbul, Turkey. (2):1311-1314
-
th Int. Conf. Soil Mech. & Geotech Engng., Istanbul, Turkey. (2):1311-1314
-
-
-
-
44
-
-
36448972864
-
-
Schiffman, R.L., Chen, A.T-F. & Jordan, J. (1969). An analysis of consolidation theories. ASCE J. Soil Mechanics & Foundations Div. 95(SM1):285-312
-
Schiffman, R.L., Chen, A.T-F. & Jordan, J. (1969). An analysis of consolidation theories. ASCE J. Soil Mechanics & Foundations Div. 95(SM1):285-312
-
-
-
-
45
-
-
85055881358
-
-
Schotman, G.J.M. & Stork, F.G. (1987). Pipe-soil interaction: a model for laterally loaded pipelines in clay. Proc Offshore Technology Conference, Houston, OTC5588.
-
Schotman, G.J.M. & Stork, F.G. (1987). Pipe-soil interaction: a model for laterally loaded pipelines in clay. Proc Offshore Technology Conference, Houston, OTC5588.
-
-
-
-
46
-
-
0033237895
-
HOTPIPE project: A study of the selection of remedial measures to tackle/control the development of excessive bending
-
Brest, France
-
Spinazze, M., Torselleti, E. & Levold, E. (1999). HOTPIPE project: A study of the selection of remedial measures to tackle/control the development of excessive bending. Proc. Int. Offshore and Polar Engineering Conf, Brest, France.
-
(1999)
Proc. Int. Offshore and Polar Engineering Conf
-
-
Spinazze, M.1
Torselleti, E.2
Levold, E.3
-
47
-
-
0028667283
-
T-bar penetration testing in soft clay
-
Stewart, D.P. & Randolph, M.F. (1994). T-bar penetration testing in soft clay. J. Geotechnical Eng, ASCE, 120(12):2230-2235.
-
(1994)
J. Geotechnical Eng, ASCE
, vol.120
, Issue.12
, pp. 2230-2235
-
-
Stewart, D.P.1
Randolph, M.F.2
-
48
-
-
0034254113
-
Numerical studies of the bearing capacity of shallow footings on cohesive soil subjected to combined loading
-
Taiebat, H. & Carter, J. P. (2000). Numerical studies of the bearing capacity of shallow footings on cohesive soil subjected to combined loading. Géotechnique 50(4): 409-418.
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 409-418
-
-
Taiebat, H.1
Carter, J.P.2
-
50
-
-
33745253431
-
The stability of submarine pipelines on liquefied seabeds
-
Teh, T. C., Palmer, A., Bolton, M. D., & Damgaard, J. (2006). The stability of submarine pipelines on liquefied seabeds. J. Waterways, Port, Coastal, and Ocean Eng., ASCE. 132(4):244-251.
-
(2006)
J. Waterways, Port, Coastal, and Ocean Eng., ASCE
, vol.132
, Issue.4
, pp. 244-251
-
-
Teh, T.C.1
Palmer, A.2
Bolton, M.D.3
Damgaard, J.4
-
51
-
-
0029214114
-
A soil resistance model for pipelines placed on clay soils
-
OMAE, Copenhagen, Denmark
-
Verley, R. & Lund, K.M. (1995). A soil resistance model for pipelines placed on clay soils. Proc. International Conference on Offshore Mechanics & Arctic Engineering (OMAE), Copenhagen, Denmark, 5: 225-232.
-
(1995)
Proc. International Conference on Offshore Mechanics & Arctic Engineering
, vol.5
, pp. 225-232
-
-
Verley, R.1
Lund, K.M.2
-
52
-
-
0024621012
-
Pipe-soil interaction model
-
Wagner, D.A., Murff, J.D., Brennodden, H., Sveggenm O. (1989). Pipe-soil interaction model. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 115(2): 205-20.
-
(1989)
Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE
, vol.115
, Issue.2
, pp. 205-220
-
-
Wagner, D.A.1
Murff, J.D.2
Brennodden, H.3
Sveggenm, O.4
-
53
-
-
36448977415
-
SAFEBUCK JIP Phase II: Centrifuge modelling of pipe-soil interaction: factual report. Report for Boreas Consultants (SAFEBUCK JIP), ref
-
07396. 57pp, confidential
-
White D.J., Dingle H.R.C. & Gaudin C. (2007). SAFEBUCK JIP Phase II: Centrifuge modelling of pipe-soil interaction: factual report. Report for Boreas Consultants (SAFEBUCK JIP), ref. UWA report GEO 07396. 57pp. (confidential)
-
(2007)
UWA report GEO
-
-
White, D.J.1
Dingle, H.R.C.2
Gaudin, C.3
-
55
-
-
34948899526
-
Kinematic hardening model for pipeline-soil interaction under various loading conditions
-
Zhang, J., Stewart, D.P., Randolph, M.F. (2002). Kinematic hardening model for pipeline-soil interaction under various loading conditions. International Journal of Geomechanics 2(4):419-46.
-
(2002)
International Journal of Geomechanics
, vol.2
, Issue.4
, pp. 419-446
-
-
Zhang, J.1
Stewart, D.P.2
Randolph, M.F.3
-
56
-
-
0036571086
-
Modeling of shallowly embedded offshore pipelines in calcareous sand
-
Zhang, J., Stewart, D.P., Randolph, M.F. (2002). Modeling of shallowly embedded offshore pipelines in calcareous sand. Proc. Journal of Geotechnical & Geoenvironmental Engineering, ASCE. 128(5):363-371
-
(2002)
Proc. Journal of Geotechnical & Geoenvironmental Engineering, ASCE
, vol.128
, Issue.5
, pp. 363-371
-
-
Zhang, J.1
Stewart, D.P.2
Randolph, M.F.3
|