Profile and Frictional Capacity of Embedded Anchor Chains

Author:

Neubecker S. R.,Randolph M. F.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference9 articles.

1. Bissett M. J. (1993). “Soil resistance to chain anchor movement.” Final year undergrad. rep. Dept. of Civ. Engrg. Univ. of Western Australia.

2. Soil Resistances to Embedded Anchor Chain in Soft Clay

3. D'Souza R. B. Dove P. G. S. and Kelly P. J. (1993). “Taut leg spread moorings: a cost effective stationkeeping alternative to deepwater platforms.” Proc. 25th Annu. Offshore Technol. Conf. Offshore Technology Conference Houston Tex. 41–54.

4. Dutta A. and Degenkamp G. (1989). “Behavior of embedded mooring chains in clay during chain tensioning.” Proc. 21st Annu. Offshore Technol. Conf. Offshore Technology Conference Houston Tex. 551–562.

5. Gault J. A. and Cox W. R. (1974). “Method of predicting geometry and load distribution in an anchor chain from a single point mooring buoy to a buried anchorage.” Proc. 6th Annu. Offshore Technol. Conf. Offshore Technology Conference Houston Tex. 309–318.

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