Wave-induced pore pressure around a buried pipeline in gibson soil: Finite element analysis

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 23, Issue 13 SPEC. ISS., 1999, Pages 1559-1578

  Jeng, D S ^b   Lin, Y S ^a  

^a NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

^b NONE

Author keywords

Gibson soil; Pipeline; Pore pressure; Seabed response; Waves

Indexed keywords

PORE PRESSURE; SUBMARINE PIPELINE; WAVE LOADING;

FINITE ELEMENT METHOD; PIPELINE; PORE PRESSURE; POROELASTICITY; SOIL-STRUCTURE INTERACTION; SUBMARINE PIPELINE; WAVE-SEAFLOOR INTERACTION;

BOUNDARY VALUE PROBLEMS; ELASTIC MODULI; FINITE ELEMENT METHOD; PORE PRESSURE; SOIL MECHANICS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; SUBMARINE PIPELINES; WATER WAVE EFFECTS;

GIBSON SOIL; SEABED RESPONSE;

GEOTECHNICAL ENGINEERING;

EID: 0033237099     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199911)23:13<1559::AID-NAG57>3.0.CO;2-U     Document Type: Article

References (49)

1. R. Silvester and J. R. C. Hsu, 'Sines revisited', J. Waterways Port Coastal Ocean Engng. ASCE, 115(3), 327-344 (1989).
2. H. Lundgren, J. H. C. Lindhardt and C. J. Romhild, 'Stability of breakwaters on porous foundation', Proc. 12th Int. Conf. Soil Mechanics and Foundation Engineering, London, 1989, pp. 451-454.
3. E. C. Clukey, J. A. Vermersch, S. P. Koch and W. C. Lamb, 'Natural densification by wave action of sand surrounding a buried offshore pipeline', Proc. 21st Annual Offshore Technology Conf., Houston, Texas, 1989, pp. 291-300.
4. T. Yamamoto and T. Torii, 'Seabed shear modulus profile inversion using surface gravity (water) wave-induced bottom motion', Geophys. J. Roy. Soc., 85, 413-431 (1986).
5. T. Nye and T. Yamamoto, 'Field test of buried ocean-wave directional spectrometer system', J. Waterway Port, Coastal Ocean Engng. ASCE 120(5), 451-466 (1994).
6. T. Yamamoto and A. Turgut, 'Acoustic wave propagation through porous media with arbitrary pore size distributions', J. Acoust. Soc. Am., 83(5), 1744-1751 (1988).
7. F. B. J. Barends and S. E. J. Spierenburg, 'Interaction between ocean waves and sea-bed', Proc. Int. Conf. on Geotechnical Engineering for Coastal Development-Theory and Practice on Soft Ground (Geot-Coastal'91), Yokohama, Japan, 1991, pp. 1091-1108.
8. M. S. Rahman, 'Wave-induced instability of seabed: mechanism and conditions', Mar. Geotechnol. 10, 277-299 (1991).
9. M. S. Rahman, 'Instability and movement of oceanfloor sediments: a review', Int. J. Offshore Polar Engng., 7(3), 220-225 (1997).
10. D. S. Jeng, 'Wave-induced seabed instability in front of a breakwater', Ocean Engng. 24(10), 887-917 (1997).
11. H. Nago, S. Maeno, T. Matsumoto and Y. Hachiman, 'Liquefaction and densification of loosely deposited sand bed under water pressure variation', Proc. 3rd (1993) Int. Offshore and Polar Engineering Conf., Singapore, 1993, pp. 578-584.
12. K. Zen and H. Yamazaki, 'Mechanism of wave-induced liquefaction and densification in seabed', Soil Found., 30(4), 90-104 (1990).
13. T. Yamamoto, H. L. Koning, H. Sellmejjer and E. V. van Hijum, 'On the response of a poro-elastic bed to water waves', J. Fluid Mech., 87(2), 193-206 (1978).
14. O. S. Madsen, 'Wave-induced pore pressures and effective stresses in a porous bed', Géotechnique, 28(4), 377-393 (1978).
15. H. B. Seed and M. S. Rahman, 'Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils', Mar. Geotechnol., 3(2), 123-150 (1978).
16. F. B. J. Barends and P. A. Ruygrok, 'The cyclic liquefaction potential of a submerged cohesionless sand bed: a practical method', Proc. 8th Int. Conf. on Behavior of Offshore Structures (BOSS'97), Vol. 1, Delft, 1997, pp. 71-84.
17. A. Verrujit, M. P. J. de Bruijn and B. Muralidhar, 'Liquefaction around buried pipelines', Proc. 8th Int. Conf. on Behavior of Offshore Structures (BOSS'97), Vol. 1, Delft, 1997, pp. 99-107.
18. R. E. Gibson, 'Some results concerning displacements and stresses in a non-homogeneous elastic half-space', Géotechnique, 17, 58-67 (1967).
19. M. Badiey, K. Zen, H. Yamazaki and H. Suzuki, 'Field and laboratory measurement of shear modulus profile in seabed', Rep. Port Harbour Res. Inst. Jpn., 29(4), 3-26 (1990).
20. H. Suzuki, K. Ando, M. Kitahara, M. Badiey and T. Yamamoto, 'Shear modulus profile measurement of the shallow-water seabed in japan', Proc. Int. Conf. on Geotechnical Engineering for Coastal Development-Theory and practice on soft ground (Geot-Coastar'91), Vol. 1, Yokohama, Japan, 1991, pp. 99-104.
21. T. Yamamoto, 'Wave induced instability seabeds', Proc. A.S.C.E. Spec. Conf.: Coastal Sediments'77, Charleston, SC, 1977, pp. 898-913.
22. T. Yamamoto, 'Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations', Ocean Engng., 8, 1-16 (1981).
23. C. C. Mei and M. A. Foda, 'Wave-induced response in a fluid-filled poro-elastic solid with a free surface-a boundary layer theory', Geophys. J. Roy. Astron. Soc., 66, 597-631 (1981).
24. J. R. C. Hsu and D. S. Jeng, 'Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness', Int. J. Numer. Anal. Meth. Geomech., 18(11), 785-807 (1994).
25. D. S. Jeng and B. R. Seymour, 'Wave-induced pore pressure and effective stresses in a porous seabed with variable permeability', J. Offshore Mech. Arctic Engng., ASME 119(4), 226-233 (1997).
26. W. Magda, 'Study on one-dimensional model for wave-induced pore wave pressure', Proc. IVth Russian Conf. with Foreign Participation, 1993, pp. 179-191.
27. B. Gatmiri, 'A simplified finite element analysis of wave-induced effective stress and pore pressures in permeable sea beds', Géotechnique, 40(1), 15-30 (1990).
28. B. Gatmiri, 'Response of cross-anisotropic seabed to ocean waves', J. Geotech. Engng., ASCE 118(9), 1295-1314 (1992).
29. S. D. Thomas, 'A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed. I: theory', Comput. Geotech., 8(1), 1-38 (1989).
30. S. D. Thomas, 'A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed. II: model verification', Comput. Geotech., 17(1), 107-132 (1995).
31. Y. S. Lin and D. S. Jeng, 'The effect of variable permeability on the wave-induced seabed response', Ocean Engng., 124(7), 623-643 (1997).
32. D. S. Jeng and Y. S. Lin, 'Wave-induced pore pressure in a cross-anisotropic seabed with variable soil characteristics', The 8th (1998) Int. Offshore and Polar Engineering Conf. (ISOPE98), Vol. 1, Montréal, Canada, 1998, pp. 598-604.
33. W. Raman-Nair and G. C. W. Sabin, 'Wave-induced failure of poro-plastic seabed slopes: a boundary element study', Proc. Inst. Civil Engrs UK, Part 2, 91, 771-794 (1991).
34. J. R. C. Hsu, D. S. Jeng and C. P. Tsai, 'Short-crested wave-induced soil response in a porous seabed of infinite thickness', Int. J. Numer. Anal. Meth. Geomech., 17(8), 553-576 (1993).
35. D. S. Jeng, 'Soil response in cross-anisotropic seabed due to standing waves', J. Geotech. Geoenviron. Engng., ASCE 123(1), 9-19 (1997).
36. D. S. Jeng and J. R. C. Hsu, 'Wave-induced soil response in a nearly saturated sea-bed of finite thickness', Géotechnique, 46(3), 427-440 (1996).
37. D. S. Jeng and B. R. Seymour, 'Response in seabed of finite depth with variable permeability', J. Geotech. Geoenviron. Engng., ASCE, 123(10), 902-911 (1997).
38. H. MacPherson, 'Wave forces on pipelines buried in permeable seabed', J. Waterway Port Coastal Ocean Div., ASCE 104(4), 407-419 (1978).
39. W. G. MacDougal, S. H. Davidson, P. L. Monkmeyer and C. K. Sollitt, 'Wave-induced forces on buried pipelines', J. Waterway Port Coastal Ocean Engng., ASCE 114(2), 220-236 (1988).
40. S. E. J. Spierenburg, 'Wave-induced pore pressures around submarine pipelines', Coastal Engng., 10, 33-48 (1986).
41. M. A. Biot, 'General theory of three-dimensional consolidation', J. Appl., Phys., 12(2), 155-164 (1941).
42. A. Verruijt, 'Elastic storage of aquifers', in R. J. M. De Wiest (ed.), Flow Through Porous Media, Chapter, Academic Press, New York, 1969, pp. 331-376.
43. A. H. D. Cheng and P. L. F. Liu, 'Seepage force on a pipeline buried a poroelastic seabed under wave loading', Appl. Ocean Res., 8(1), 22-32 (1986).
44. W. Magda, 'Wave-induced uplift force acting on a submarine buried pipeline: finite element formulation and verification of computations', Comput. Geotech., 19(1), 47-53 (1996).
45. W. Magda, 'Wave-induced uplift force acting on a submarine buried pipeline in a compressible seabed', Ocean Engng., 24(6), 511-576 (1997).
46. O. C. Zienkiewicz and R. L. Taylor, The Finite Element Method, McGraw-Hill, New York, 1989.
47. O. C. Zienkiewicz and F. C. Scott, 'On the principle of repeatability and its application in analysis of turbine and pump impellers', Int. J. Numer. Meth. Engng., 9, 445-452 (1972).
48. S. Pietruszczak and G. N. Pande, 'Constitutive relations for partially saturated soils containing gas inclusions', J. Geotech. Engng., ASCE, 122(1), 50-59 (1996).
49. M. I. Esrig and R. C. Kirby, 'Implication of gas content for predicting the stability of submarine slopes', Mar. Geotechnol. 2(2), 81-100 (1977).