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Volumn 45, Issue 5, 2008, Pages 636-652

Mechanisms of pipe embedment and lateral breakout on soft clay

Author keywords

Clay; Offshore engineering; Pipe

Indexed keywords

CLAY; COMPUTATION THEORY; DEFORMATION; MATHEMATICAL MODELS;

EID: 44649152309     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T08-009     Document Type: Article
Times cited : (159)

References (32)
  • 1
    • 28844439398 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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.
  • 6
    • 36349015941 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 13
    • 33644609175 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 15
    • 77953798378 scopus 로고    scopus 로고
    • The effect of heave on the response of partially embedded pipelines in clay
    • American Society of Civil Engineers. In press
    • Merifield, R., White, D.J., and Randolph, M.F. 2008b. The effect of heave on the response of partially embedded pipelines in clay. Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers. In press.
    • (2008) Journal of Geotechnical and Geoenvironmental Engineering
    • Merifield, R.1    White, D.J.2    Randolph, M.F.3
  • 17
    • 44649150962 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 21
    • 44649106837 scopus 로고
    • 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 scopus 로고
    • 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
  • 29
    • 0242488954 scopus 로고    scopus 로고
    • 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
  • 31
    • 0021625824 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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).


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.