Although the pullout capacity of plate anchors in clay has been studied extensively, the results considering the coupling effects of anchor inclination, clay non-homogeneity and self-weight are relatively rare. In the present paper, finite-element analyses are carried out to investigate the coupling effects of these factors on the pullout capacity of strip plate anchors in clay. The numerical solutions are presented in the familiar form of pullout capacity factors based on various anchor embedment depth, clay strength profile and clay self weight, and are also compared with existing numerical and empirical solutions. A design procedure based on the data-fitting equations of the present finite-element solutions is also presented for the convenience of design engineers.
Article navigation
March 2011
Research Article|
March 01 2011
Numerical study on plate anchor stability in clay Available to Purchase
L. YU;
L. YU
*
* State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, People's Republic of China. Currently at the Centre for Offshore Foundation Systems, University of Western Australia, Crawley, Western Australia.
Search for other works by this author on:
J. LIU;
J. LIU
†
† State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, People's Republic of China.
Search for other works by this author on:
X.-J. KONG;
X.-J. KONG
†
† State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, People's Republic of China.
Search for other works by this author on:
* State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, People's Republic of China. Currently at the Centre for Offshore Foundation Systems, University of Western Australia, Crawley, Western Australia.
† State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, People's Republic of China.
‡ School of Civil and Resource Engineering, University of Western Australia, Crawley, Western Australia.
Publisher: Emerald Publishing
Received:
May 19 2008
Accepted:
February 02 2010
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2011 Thomas Telford Ltd
2011
Geotechnique (2011) 61 (3): 235–246.
Article history
Received:
May 19 2008
Accepted:
February 02 2010
Citation
YU L, LIU J, KONG X, HU Y (2011), "Numerical study on plate anchor stability in clay". Geotechnique, Vol. 61 No. 3 pp. 235–246, doi: https://doi.org/10.1680/geot.8.P.071
Download citation file:
Suggested Reading
Upper bound analysis of uplift capacity of a tapered plate anchor in cohesive soil
Geotechnique Letters (September,2015)
Influence of the installation process on the performance of suction embedded plate anchors
Geotechnique (August,2006)
Combined loading capacity of a spudcan in clay after penetrating through a sand layer
Geotechnique Letters (February,2017)
Dynamic installation of OMNI-Max anchors in clay: numerical analysis
Geotechnique (September,2015)
The influence of padeye offset on plate anchor re-embedding behaviour
Geotechnique Letters (February,2014)
Related Chapters
Group effects in stone column foundations: model tests
Ground and Soil Improvement
The development and importance of construction technique in deep vibratory ground improvement
Ground and Soil Improvement
Engineering testing and monitoring
Temporary Works Part Two: Further Principles of Design and Construction
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
