Response of Piles with Wings to Monotonic and Cyclic Lateral Loading in Sand

Author:

Bienen Britta12345,Dührkop Jan12345,Grabe Jürgen12345,Randolph Mark F.12345,White David J.12345

Affiliation:

1. Associate Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy, Crawley, Perth, WA 6009, Australia (corresponding author).

2. Research Assistant, Hamburg Univ. of Technology, Dept. of Geotechnical and Construction Engineering, Harburger Schloßstraße 20, 21079 Hamburg, Germany.

3. Professor for Geotechnics and Head of Dept., Hamburg Univ. of Technology, Dept. of Geotechnical and Construction Engineering, Harburger Schloßstraße 20, 21079 Hamburg, Germany.

4. Winthrop Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy, Crawley, Perth, WA 6009, Australia.

5. Professorial Fellow, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy, Crawley, Perth, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference22 articles.

1. Achmus M. Albiker J. and Abdel-Rahman K. (2010). “Investigations on the bahviour of large diameter piles under cyclic lateral loading.” Proc. 2nd Int. Symposium Frontiers in Offshore Geotechnics (ISFOG) Taylor & Francis London UK 471–476.

2. Behavior of monopile foundations under cyclic lateral load

3. API (American Petroleum Institute). (2000). “Recommended practice for planning designing and constructing fixed offshore platforms—working stress design: API recommended practice 2A-WSD (RP2A-WSD).” 21st Ed.

4. Centrifuge cone penetration tests in sand

5. Cheong J. (2002). “Physical testing of jack-up footings on sand subjected to torsion.” Honours thesis The Univ. of Western Australia.

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