Pile Driving Analysis of Offshore Platforms in the Gulf of Bohai

N-C Tang; H-R Shen; C-F Liu

doi:10.1520/STP18423S

SYMPOSIA PAPER Published: 01 January 1986

STP18423S

Pile Driving Analysis of Offshore Platforms in the Gulf of Bohai

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In this paper, the Smith finite difference solution of 1 D-wave equation was applied to the study of pile foundations of Bohai offshore platforms in North China. Piles were 90 to 110 cm in outside diameter OD with variable wall thickness and 69 to 72 m in length. Driveability analysis and prediction of bearing capacity were made and compared with field driving records and static load tests with encouraging results.

Author Information

Tang, N-C

Nanjing Institute of Technology, Nanjing, Jiangsu, People's Republic of China

Liu, C-F

Design and Research Institute of Bohai Oil Corporation, Tanggu, Tianjin, People's Republic of China

Shen, H-R

Nanjing Institute of Technology, Nanjing, Jiangsu, People's Republic of China

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Details

Developed by Committee: D18

Pages: 345–354

DOI: 10.1520/STP18423S

ISBN-EB: 978-0-8031-4987-8

ISBN-13: 978-0-8031-0490-7

Pile Driving Analysis of Offshore Platforms in the Gulf of Bohai

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