Interactional Properties between Drag Anchor and Installation Line

Author:

Zhang Wei1,Liu Haixiao2,Zhao Yanbing1,Yue Yanzhao3

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

2. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author).

3. Masters Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference35 articles.

1. Aubeny C. P. Kim B. M. and Murff J. D. (2005). “Proposed upper bound analysis for drag embedment anchors in soft clay.” Proc. Int. Symp. on Frontiers in Offshore Geotechnics IS-FOG05 Balkema Leiden Netherlands 179–183.

2. Prediction of anchor trajectory during drag embedment in soft clay;Aubeny C. P.;Int. J. Offshore Polar Eng.,2008

3. Bang S. (1994). “Static mooring line configuration analysis tool.” Proc. of the Challenges and Opportunities in the Marine Environment Marine Technology Society Washington DC 190–196.

4. Bang S. Cho Y. and Kim Y. S. (2003). “Centrifuge model tests on mooring lines in sand.” Proc. 38th Symp. on Engineering Geology and Geotechnical Engineering Idaho State Univ. Pocatello ID 41–50.

5. Bang S. and Richardson R. (2003). “Calibration of analytical solution using centrifuge model tests on mooring lines.” Proc. 13th Int. Offshore Polar Engineering Conf . International Society of Offshore and Polar Engineers (ISOPE) Mountain View CA 1258–1264.

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