Undrained Capacity of Plate Anchors under General Loading-Reference-Cited by-同舟云学术

Undrained Capacity of Plate Anchors under General Loading

Published:2010-10 Issue:10 Volume:136 Page:1383-1393
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yang Ming¹²³,Murff James Donald¹²³,Aubeny Charles Paul¹²³

Affiliation:

1. Engineer, Aker Solutions, Houston, TX 77042-5206.

2. Independent Consultant, The Hills, TX 78738-1426.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000343

Reference18 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 Norwegian Geotechnical Institute Oslo Norway/Offshore Technology Research Center Tex./Centre for Offshore Foundation Systems Western Australia Australia.

2. Bransby M. F. and O’Neill M. P. (1999). “Drag anchor fluke-soil interaction in clays.” Int. Symp. on Numerical Models in Geomechanics (NUMOG VII) Balkema Graz Austria 489–494.

3. 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 Perth Western Australia 171–177.

4. Influence of the installation process on the performance of suction embedded plate anchors

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