Two-dimensional lower bound analysis of offshore pile foundation systems-Reference-Cited by-同舟云学术

Two-dimensional lower bound analysis of offshore pile foundation systems

Published:2015-12-09 Issue:9 Volume:40 Page:1321-1338
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Chen Jinbo¹,Gilbert Robert B.¹,Choo Yoo Sang²,Marshall Peter W.³,Murff James D.⁴

Affiliation:

1. Civil, Architectural and Environmental Engineering, Cockrell School of Engineering; The University of Texas at Austin; Austin TX 78712 U.S.A.

2. Centre for Offshore Research & Engineering; National University of Singapore; 117576 Singapore

3. MHP Systems Engineering; Houston Texas 77056 U.S.A.

4. Private Consulting Company; Austin Texas 78738 U.S.A.

Funder

Bureau of Safety and Environmental Enforcement

American Petroleum Institute

Lloyd's Register Foundation

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.2488/fullpdf

Reference25 articles.

1. API RP2GEO Recommended practice for geotechnical and foundation design considerations American Petroleum Institute Washington, D.C. 2011

2. Murff JD Wesselink BD Collapse analysis of pile foundations Proceedings of the 3rd International Conference on Numerical Methods in Offshore Piling 1986

3. Murff JD Estimating capacity of offshore foundations 7th International Conference in Offshore Site Investigation Integrated Geotechnologies-Present and Future 2012

4. Evaluation of reliability of platform pile foundations;Bea;Journal of Geotechnical and Geoenvironmental Engineering,1999

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