-
1
-
-
28844439398
-
-
Aubeny, C.P., Shi, H., and Murff, J.D. 2005. Collapse loads for a cylinder embedded in trench in cohesive soil. International Journal of Geomechanics, 5(4): 320-325. doi:10.1061/(ASCE)1532-3641(2005)5:4(320).
-
Aubeny, C.P., Shi, H., and Murff, J.D. 2005. Collapse loads for a cylinder embedded in trench in cohesive soil. International Journal of Geomechanics, 5(4): 320-325. doi:10.1061/(ASCE)1532-3641(2005)5:4(320).
-
-
-
-
2
-
-
84954218685
-
-
Brennodden, H., Sveggen, O., Wagner, D.A., and Murff, J.D. 1986. Full-scale pipe-soil interaction tests. In Proceedings, Offshore Technology Conference, Houston, Tex. OTC5338.
-
Brennodden, H., Sveggen, O., Wagner, D.A., and Murff, J.D. 1986. Full-scale pipe-soil interaction tests. In Proceedings, Offshore Technology Conference, Houston, Tex. OTC5338.
-
-
-
-
3
-
-
37249039294
-
The safe design of hot on-bottom pipelines with lateral buckling using the design guidance developed by the SAFEBUCK Joint Industry Project
-
Brazil. 8-10 November, Pennwell, Houston, Tex
-
Bruton, D., Carr, M., Crawford, M., and Poiate, E. 2005. The safe design of hot on-bottom pipelines with lateral buckling using the design guidance developed by the SAFEBUCK Joint Industry Project. In Proceedings, Deep Offshore Technology Conference, Vitoria, Espirito Santo, Brazil. 8-10 November 2005. Pennwell, Houston, Tex.
-
(2005)
Proceedings, Deep Offshore Technology Conference, Vitoria, Espirito Santo
-
-
Bruton, D.1
Carr, M.2
Crawford, M.3
Poiate, E.4
-
4
-
-
44649088771
-
-
Bruton, D.A.S., White, D.J., Cheuk, C.Y., Bolton, M.D., and Carr, M.C. 2006. Pipe-soil interaction behaviour during lateral buckling, including large amplitude cyclic displacement tests by the Safebuck JIP. In Proceedings in the Offshore Technology Conference, Houston, OTC17944.
-
Bruton, D.A.S., White, D.J., Cheuk, C.Y., Bolton, M.D., and Carr, M.C. 2006. Pipe-soil interaction behaviour during lateral buckling, including large amplitude cyclic displacement tests by the Safebuck JIP. In Proceedings in the Offshore Technology Conference, Houston, OTC17944.
-
-
-
-
5
-
-
84941365049
-
The influence of pipe-soil interaction on lateral buckling and walking of pipelines: The SAFEBUCK JIP
-
London, pp
-
Bruton, D.A.S., Carr, M.C., and White, D.J. 2007. The influence of pipe-soil interaction on lateral buckling and walking of pipelines: the SAFEBUCK JIP. In Proceedings of the 6th International Conference on Offshore Site Investigation, and Geotechnics, London, pp. 133-150.
-
(2007)
Proceedings of the 6th International Conference on Offshore Site Investigation, and Geotechnics
, pp. 133-150
-
-
Bruton, D.A.S.1
Carr, M.C.2
White, D.J.3
-
6
-
-
36349015941
-
-
Chen, W., and Randolph, M.F. 2007. Uplift capacity of suction caissons under sustained and cyclic loading in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 133(11): 1352-1363. doi:10.1061/(ASCE).1090- 0241(2007)133:11 (1352).
-
Chen, W., and Randolph, M.F. 2007. Uplift capacity of suction caissons under sustained and cyclic loading in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 133(11): 1352-1363. doi:10.1061/(ASCE).1090- 0241(2007)133:11 (1352).
-
-
-
-
7
-
-
44649095523
-
Upper bound plasticity analysis of a partially-embedded pipe under combined vertical and horizontal loading
-
Cheuk, C.Y., White, D.J., and Dingle, H.R.C. 2008. Upper bound plasticity analysis of a partially-embedded pipe under combined vertical and horizontal loading. Soils and Foundations, 48(1): 133-144.
-
(2008)
Soils and Foundations
, vol.48
, Issue.1
, pp. 133-144
-
-
Cheuk, C.Y.1
White, D.J.2
Dingle, H.R.C.3
-
8
-
-
44649200335
-
-
DNV. 2007. On bottom stability design of submarine pipelines. RP-F109. Det Norske Veritas, Oslo, Norway.
-
DNV. 2007. On bottom stability design of submarine pipelines. RP-F109. Det Norske Veritas, Oslo, Norway.
-
-
-
-
9
-
-
23144452648
-
Combining upper bound and strain path methods for evaluating penetration resistance
-
doi: 10.1002/nme.1350
-
Einav, I., and Randolph, M.F. 2005. Combining upper bound and strain path methods for evaluating penetration resistance. International Journal for Numerical Methods in Engineering, 63(14): 1991-2016. doi: 10.1002/nme.1350.
-
(2005)
International Journal for Numerical Methods in Engineering
, vol.63
, Issue.14
, pp. 1991-2016
-
-
Einav, I.1
Randolph, M.F.2
-
10
-
-
8844279107
-
Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments
-
Mass, Pergamon
-
Finnie, I.M.S., and Randolph, M.F. 1994. Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments. In Proceedings in the 7th International Conference on the Behaviour of Offshore Structures, Mass., Pergamon, Vol. 1, pp. 217-230.
-
(1994)
Proceedings in the 7th International Conference on the Behaviour of Offshore Structures
, vol.1
, pp. 217-230
-
-
Finnie, I.M.S.1
Randolph, M.F.2
-
11
-
-
27744551869
-
Effects of drained pre-loading on the performance of shallow foundations on overconsolidated clay
-
Lehane, B.M., and Gaudin, C. 2005. Effects of drained pre-loading on the performance of shallow foundations on overconsolidated clay. In Proceedings of the International Conference on Offshore, Marine and Arctic Engineering, Halkidiki, Greece. OMA E2005-67559.
-
(2005)
Proceedings of the International Conference on Offshore, Marine and Arctic Engineering, Halkidiki, Greece. OMA E2005-67559
-
-
Lehane, B.M.1
Gaudin, C.2
-
13
-
-
33644609175
-
Upper bound, analysis of lateral pile capacity in cohesive soil
-
Martin, C.M., and 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
-
14
-
-
44649165538
-
Analysis of the undrained breakout resistance of partially embedded pipe-lines
-
In press
-
Merifield, R., White, D.J., and Randolph, M.F. 2008a. Analysis of the undrained breakout resistance of partially embedded pipe-lines. Géotechnique, 58. In press.
-
(2008)
Géotechnique
, vol.58
-
-
Merifield, R.1
White, D.J.2
Randolph, M.F.3
-
16
-
-
0024681281
-
Pipe penetration in cohesive soil
-
Murff, J.D., Wagner, D.A., and Randolph, M.F. 1989. Pipe penetration in cohesive soil. Géotechnique, 39: 213-229.
-
(1989)
Géotechnique
, vol.39
, pp. 213-229
-
-
Murff, J.D.1
Wagner, D.A.2
Randolph, M.F.3
-
17
-
-
44649150962
-
-
Perinet, D., and Fraser, I. 2006. Mitigation methods for deepwater pipeline instability induced by pressure and temperature variations. In Proceedings of the Offshore Technology Conference, Houston OTC17815.
-
Perinet, D., and Fraser, I. 2006. Mitigation methods for deepwater pipeline instability induced by pressure and temperature variations. In Proceedings of the Offshore Technology Conference, Houston OTC17815.
-
-
-
-
18
-
-
0021598564
-
The limiting pressure on a circular pile loaded laterally in cohesive soil
-
Randolph, M.F., and Houlsby, G.T. 1984. The limiting pressure on a circular pile loaded laterally in cohesive soil. Géotechnique, 34: 613-623.
-
(1984)
Géotechnique
, vol.34
, pp. 613-623
-
-
Randolph, M.F.1
Houlsby, G.T.2
-
19
-
-
44649198459
-
Upper bound yield envelopes for pipelines at shallow embedment in clay
-
doi:10.1680/geot.2008.58.4.297
-
Randolph, M.F., and White, D.J. 2008. Upper bound yield envelopes for pipelines at shallow embedment in clay. Géotechnique, 58(4): 297-301. doi:10.1680/geot.2008.58.4.297.
-
(2008)
Géotechnique
, vol.58
, Issue.4
, pp. 297-301
-
-
Randolph, M.F.1
White, D.J.2
-
20
-
-
0005358453
-
Establishing a new centrifuge facility
-
91. Boulder, Colo. A.A. Balkema, Rotterdam, the Netherlands, pp
-
Randolph, M.F., Jewell, R.J., Stone, K.J.L., and Brown, T.A. 1991. Establishing a new centrifuge facility. In Proceedings of the International Conference on Centrifuge Modelling - Centrifuge '91. Boulder, Colo. A.A. Balkema, Rotterdam, the Netherlands, pp. 2-9.
-
(1991)
Proceedings of the International Conference on Centrifuge Modelling - Centrifuge
, pp. 2-9
-
-
Randolph, M.F.1
Jewell, R.J.2
Stone, K.J.L.3
Brown, T.A.4
-
21
-
-
44649106837
-
Action d'une conduite circulaire sur un sol coherent
-
Istanbul, Turkey. September, A.A. Balkema, Rotterdam, the Netherlands
-
Salençon, J. 2001. Action d'une conduite circulaire sur un sol coherent. In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey. September 1991. A.A. Balkema, Rotterdam, the Netherlands. Vol. 2, pp. 1311-1314.
-
(1991)
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
, vol.2
, pp. 1311-1314
-
-
Salençon, J.1
-
22
-
-
51249181731
-
The consolidation of soft marine sediments
-
Springer, doi:10.1007/BF0246 2763
-
Schiffman, R.L. 1982. The consolidation of soft marine sediments. Geo-marine Letters, Springer, 2: 199-203. doi:10.1007/BF0246 2763.
-
(1982)
Geo-marine Letters
, vol.2
, pp. 199-203
-
-
Schiffman, R.L.1
-
24
-
-
0000715157
-
A new site investigation tool for the centrifuge
-
91. Boulder, Colo, June, A.A. Balkema, the Netherlands, pp
-
Stewart, D.P., and Randolph, M.F. 1991. A new site investigation tool for the centrifuge. In Proceedings of the International Conference on Centrifuge Modelling - Centrifuge '91. Boulder, Colo., June 1991. A.A. Balkema, the Netherlands, pp. 531-538.
-
(1991)
Proceedings of the International Conference on Centrifuge Modelling - Centrifuge
, pp. 531-538
-
-
Stewart, D.P.1
Randolph, M.F.2
-
25
-
-
3042589348
-
Analysis of submarine slumping in the Gabon continental slope
-
Sultan, N., Cochonat, P., Cayocca, F., Bourillet, J.-F., and Colliat, J.-L. 2004. Analysis of submarine slumping in the Gabon continental slope. Bulletin of the American Association of Petroleum Geologists, 88: 781-799.
-
(2004)
Bulletin of the American Association of Petroleum Geologists
, vol.88
, pp. 781-799
-
-
Sultan, N.1
Cochonat, P.2
Cayocca, F.3
Bourillet, J.-F.4
Colliat, J.-L.5
-
26
-
-
0029214114
-
A soil resistance model for pipe-lines placed on clay soils
-
Copenhagen, Denmark
-
Verley, R., and Lund, K.M. 1995. A soil resistance model for pipe-lines placed on clay soils. In Proceedings, International Conference on Offshore Mechanics & Arctic Engineering (OMAE), Copenhagen, Denmark, Vol. 5, pp. 225-232.
-
(1995)
Proceedings, International Conference on Offshore Mechanics & Arctic Engineering (OMAE)
, vol.5
, pp. 225-232
-
-
Verley, R.1
Lund, K.M.2
-
27
-
-
0024621012
-
Pipe-soil interaction model
-
Wagner, D.A., Murff, J.D., Brennodden, H., and Sveggenm, O. 1989. Pipe-soil interaction model. Journal of Waterway, Port, Coastal, and Ocean Engineering, 115: 205-220.
-
(1989)
Journal of Waterway, Port, Coastal, and Ocean Engineering
, vol.115
, pp. 205-220
-
-
Wagner, D.A.1
Murff, J.D.2
Brennodden, H.3
Sveggenm, O.4
-
29
-
-
0242488954
-
Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
-
White, D.J., Take, W.A., and Bolton, M.D. 2003. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique, 53: 619-631.
-
(2003)
Géotechnique
, vol.53
, pp. 619-631
-
-
White, D.J.1
Take, W.A.2
Bolton, M.D.3
-
30
-
-
36448968719
-
An image-based deformation system for the geotechnical centrifuge
-
White, D.J., Randolph, M.F., and Thompson, B. 2005. An image-based deformation system for the geotechnical centrifuge. International Journal of Physical Modelling in Geotechnics, 53: 1-12.
-
(2005)
International Journal of Physical Modelling in Geotechnics
, vol.53
, pp. 1-12
-
-
White, D.J.1
Randolph, M.F.2
Thompson, B.3
-
31
-
-
0021625824
-
The interpretation of in situ soil tests
-
Wroth, C.P. 1984. The interpretation of in situ soil tests. Géotechnique, 34: 449-489.
-
(1984)
Géotechnique
, vol.34
, pp. 449-489
-
-
Wroth, C.P.1
-
32
-
-
34547137425
-
-
Zhou, H., and Randolph, M.F. 2007. Computational techniques and shear band development for cylindrical and spherical penetrometers in strain-softening clay. International Journal of Geomechanics, 7: 287-295. doi:.10.1061/(ASCE)1532-3641(2007) 7:4(287).
-
Zhou, H., and Randolph, M.F. 2007. Computational techniques and shear band development for cylindrical and spherical penetrometers in strain-softening clay. International Journal of Geomechanics, 7: 287-295. doi:.10.1061/(ASCE)1532-3641(2007) 7:4(287).
-
-
-
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