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Volumn , Issue , 2007, Pages 758-769

Seabed characterisation and models for pipeline-soil interaction

Author keywords

Deep water; Friction; Penetration resistance; Pipe soil interaction; Pipelines; Shear strength; Soil resistance

Indexed keywords

DEEPWATER FIELDS; PENETRATION RESISTANCE; PIPE-SOIL INTERACTION; SOIL RESISTANCE;

EID: 36448957628     PISSN: 10986189     EISSN: 15551792     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (42)

References (56)
  • 1
    • 36448954823 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 4
    • 36448995938 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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
  • 7
    • 0032180688 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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.
  • 19
    • 0345603490 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 23
    • 0024165575 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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.
  • 28
    • 0021898692 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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
  • 39
    • 0344463441 scopus 로고    scopus 로고
    • 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
  • 41
    • 33747374182 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 53
    • 36448977415 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.