Reliability of Pile Foundation of Offshore Jacket Platforms Subjected to Seismic Action

Zhao Wei Shen; Xiao Hong Wang; Wei Liang Jin

doi:10.4028/www.scientific.net/AMR.919-921.1047

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Comparative Study on Seismic Design Method of High-Piled Wharf of Different Depth in China and Japan
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Reliability of Pile Foundation of Offshore Jacket Platforms Subjected to Seismic Action
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Reliability of Pile Foundation of Offshore Jacket...

Reliability of Pile Foundation of Offshore Jacket Platforms Subjected to Seismic Action

Abstract:

Pile foundation of offshore platform is very important. Earthquake is devastating and unpredictable.It is important to assess the reliability of pile foundation of offshore jacket platforms subjected to seismic action. This paper presents the approach to calibrate of reliability of pile foundation subjected to seismic action. The combination of loads are mainly investigated. The reliability of pile foundation of of QK18-1 in Bohai Bay related to 25-year reference period is3.37, which is close to the conclusion of some existing researches. The results could provide significant reference for the design of offshore jacket platforms.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1047-1051

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1047

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Online since:

April 2014

Authors:

Zhao Wei Shen, Xiao Hong Wang, Wei Liang Jin

Keywords:

Offshore Jacket Platform, Pile Foundation, Reliability, Seismic Action

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References

[1] Liu G D, Chen J: Potential analysis of petroleum explortation in residual basins of the China sea [J]. Progress in Geophysics (in Chinese) Vol. 20(4) (2005), p.881~888.

Google Scholar

[2] Liu G D: Main problems and counter measures existed in exploring oil and gas resources in China [J]. Progress in Geo—physics (in Chinese) Vol. 20(1) (2005), p.1~3.

Google Scholar

[3] Lu Y J, Peng Y J, Tang R Y: Engineering seismic problems of the offshore oil platforms [J]. Progress in Geophysics (in Chinese) Vol. 18(4) (2003), p.662~665.

Google Scholar

[4] Gao X W, Bao H B: Probability model and its statistical parameters of seismic action [J]. Earthquake engineering and engineering vibration (in Chinese). Vol. 5(1) (1985), pp.23-28.

Google Scholar