Plugging criterion for offshore pipe pile drivability

Author:

DEAN E.T.R.,DEOKIESINGH S.

Abstract

Both plugged and coring behaviours are normally considered when analysing pile drivability. However, several authors challenge the idea that pipe piles can always plug. These views are argued partly on experience and engineering judgement, and partly on measured (although often proprietary) data. This paper proposes a new, objectively calculable criterion to determine whether a pile will plug during driving. The criterion is shown to agree with engineering judgement and be relevant to published data.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference39 articles.

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Analytical solutions of soil plug behaviors in open-ended pile driven by impact load;Acta Geotechnica;2023-02-17

2. Analytical Penetration Solutions of Large-Diameter Open-Ended Piles Subjected to Hammering Loads;Journal of Marine Science and Engineering;2022-06-27

3. Pile Foundations: Installation;Encyclopedia of Maritime and Offshore Engineering;2017-04-20

4. A load transfer approach to rectangular closed diaphragm walls;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2016-12

5. Plug excavation from the conductor pipes by assessing the specific energy;Journal of Petroleum Science and Engineering;2016-11

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