SYMPOSIA PAPER Published: 01 January 1986
STP18423S

Pile Driving Analysis of Offshore Platforms in the Gulf of Bohai

Source

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