Premature refusal of large-diameter, deep-penetration piles on an offshore platform-Reference-Cited by-同舟云学术

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Premature refusal of large-diameter, deep-penetration piles on an offshore platform

Published:2013-08 Issue: Volume:42 Page:55-59
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Sa Li,Yinghui Tian,Yangrui Zhou,Baofan Jiang,Jinbiao Wang

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference22 articles.

1. Challenges of offshore geotechnical engineering;Randolph,2005

2. A procedure to evaluate pile drivability in the difficult soil conditions of the southern part of the Gulf of Guinea;Puech,1990

3. Analysis of in-situ reformation of flattened large diameter foundation piles using ABAQUS;Barbour,1994

4. Design and installation of the Valhall piggyback structures;Alm,2004

5. Practical planning for driving offshore pipe piles;Sullivan,1972

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1. Analytical method for free vibration of steel pipe piles partially submerged in water and penetrated in layered soil;Ocean Engineering;2024-11

2. Prediction of Pile Running during Installation Using Deep Learning Method;Journal of Marine Science and Engineering;2024-06-28

3. Pile Running in Layered Soils;China Ocean Engineering;2023-10

4. Experimental Study on Load-Carrying Behavior of Large Open-Ended Pipe Pile in Cohesionless Soils;Sustainability;2022-09-27

5. Pile Installation Assessment of Offshore Wind Jacket Foundation in Completely Weathered Rock: A Case Study of the South China Sea;Journal of Marine Science and Engineering;2022-06-29

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