Centrifuge modeling of steel catenary risers at touchdown zone part II: Assessment of centrifuge test results using kaolin clay

Author:

Elliott Bradley J.,Zakeri Arash,Barrett John,Hawlader Bipul,Li George,Clukey Edward C.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference8 articles.

1. Guide for building and classing subsea pipeline systems and risers;ABS;Am. Bur. Shipp.,2001

2. Seafloor-riser interaction model;Aubeny;Int. J. Geomech.,2009

3. Elliott, B.J., Zakeri, A., Macneill, A., Phillips, R., Li, G., Clukey, E.C. . Centrifuge modeling of steel catenary risers (SCR's) at Touchdown zone part I: development of novel centrifuge experimental apparatus. Ocean Eng., 10.1016/j.oceaneng.2012.11.012i, this issue

4. Finnie, I.M.S., Randolph, M.F., 1994. Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments. In: Proceedings of the International Conference on Behaviour of Offshore Structures, Boston, pp. 217–230.

5. Giertsen, E., Verley, R., Schroder, K., 2004. Carisima a catenary riser/soil interaction model for global riser analysis. In: International Conference on Offshore Mechanics and Arctic Engineering (OMAE2004), Vancouver, BC, Canada, pp. 633–640.

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