Pipeline-seabed interaction analysis subjected to horizontal cyclic loading

Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics

Volumn , Issue , 2005, Pages 629-635

  Takatani, T ^a  

^a MAIZURU NATIONAL COLLEGE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADS; FINITE ELEMENT METHOD; LIQUEFACTION; NUMERICAL METHODS; OFFSHORE OIL WELL PRODUCTION; PIPELINES; PORE PRESSURE; SHEAR STRESS; STRESS-STRAIN CURVES;

EFFECTIVE STRESS PATHS; EXCESS PORE WATER PRESSURE; LIQUEFACTION ANALYSIS; LIQUEFACTION PROCESS; PORE PRESSURE ACCUMULATIONS; PRESSURE BUILD UP; SEABED INTERACTION; STRESS-STRAIN RELATIONSHIPS;

LOADING;

EID: 36448986145     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/noe0415390637.ch69     Document Type: Conference Paper

References (8)

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3. Takatani, T. and Randolph, M.F. 2003. Experimental study of pore pressure build up due to horizontal cyclic loading of pipeline, Proc. 13th Int. Offshore Polar Eng. Conf., Honolulu(USA), 2, 31-37.
4. Takatani, T. and Ogawa, F. 2004. Pore pressure build up response due to horizontal cyclic loading of pipeline, Proc. 3rd Int. Conf. Advances Struc. Eng. Mech., Seoul (Korea), S2C.
5. Towhata, I. and Ishihara, K. 1985. Modelling soil behaviour under principal stress axes rotation, Proc. 5th Int. Conf. Num Method Geomech., Nagoya, 523-530.
6. Zhang, J., Stewart, D.P. and Randolph, M.F. 2001a. Centrifuge modelling of drained behaviour for pipelines shallowly embedded in calcareous sand, Int. J. Phys. Model. Geotech., 1(1), 25-39.
7. Zhang, J. and Randolph, M.F. 2001b. North west shelf trunk-line system expansion project, cyclic loading of pipelines - Centrifuge modelling, GEO: 01257, The University of Western Australia.
8. Zhang, J., Stewart, D.P. and Randolph, M.F. 2002. Vertical load-displacement response of untrenched pipelines, J. Offshore Polar Eng., 12(1), 74-80.