A technique for modelling the lateral stability of on-bottom pipelines in a small drum centrifuge

Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics

Volumn 1-2, Issue , 2006, Pages 715-721

  Cheuk, C Y ^a   Bolton, M D ^b  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

DEEPWATER; EXPERIMENTAL APPARATUS; EXPERIMENTAL TECHNIQUES; FIELD CONDITIONS; FULL-SCALE EXPERIMENT; FULL-SCALE TESTING; GEOTECHNICAL; LATERAL LOADING; LATERAL STABILITY; LOAD DISPLACEMENTS; NATURAL MATERIALS; SMALL SCALE;

CENTRIFUGATION; CENTRIFUGES; EXPERIMENTS;

PIPELINES;

EID: 80054005160     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Barker, H.R. 1998. Physical modelling of construction process in the mini-drum centrifuge. PhD dissertation, University of Cambridge.
2. Cheuk, C.Y. 2005. Seabed-pipeline interaction at the seabed. PhD dissertation. University of Cambridge.
3. Cheuk, C.Y., Bolton, M.D., White, D.J. & Bruton, D. 2006. Lateral soil-pipeline interaction on the seabed. In prep.
4. Murff, J.D.,Wagner,D.A.&Randolph, M.F. 1989. Pipe penetration in cohesive soil. Géotechnique 39(2): 213-229.