Behavior of Suction Embedded Plate Anchors during Keying Process

Author:

Yang Ming123,Aubeny Charles P.123,Murff James D.123

Affiliation:

1. Lead Technical Analyst, GE Oil and Gas, Houston, TX 77041–8239; formerly, Engineer, Peritus International Inc., Houston, TX 77064-3319.

2. Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

3. Consultant, The Hills, TX 78738-1426.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference23 articles.

1. Andersen K. H. Murff J. D. and Randolph M. F. (2003). “Deepwater anchor design practice-vertically loaded drag anchors.” Phase II Rep. to API/Deepstar JIP Norwegian Geotechnical Institute Norway/Offshore Technology Research Center TX/Centre for Offshore Foundation Systems Australia.

2. Bransby M. F. and O’Neill M. P. (1999). “Drag anchor fluke-soil interaction in clays.” Numerical Models in Geomechanics: Proc. of the 7th Int. Symp. (NUMOG VII) A.A. Balkema Rotterdam The Netherlands 489–494.

3. Soil Resistances to Embedded Anchor Chain in Soft Clay

4. Dove P. Treu H. and Wilde B. (1998). “Suction embedded plate anchor (SEPLA): A new anchoring solution for ultra-deep water mooring.” Proc. D.O.T. 10th Int. Conf. and exhibition Deep Offshore Technology London.

5. Elkhatib S. and Randolph M. F. (2005). “The effect of interface friction on the performance of drag-in plate anchors.” Proc. Int. Symp. on Frontiers in Offshore Geotechnics (IS-FOG05) Taylor & Francis London 171–177.

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