Friction capacity of open-ended piles driven into sand

Author:

Sharo Abdulla A.ORCID,Alawneh Ahmed S.,Al-Omary Esraa M.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference29 articles.

1. Alawneh A (1999) Tension piles in sand: a method including degradation of shaft friction during pile driving. Transportation Research Record: Journal of the Transportation Research Board 1663:41–49

2. API (American Petroleum Institute). (2010). Recommended practice for planning, designing and constructing fixed offshore platform – working stress design, 21st edn, API RP 2A-WSD. Washington, DC, USA: API Publishing Services

3. Brucy, F., Meunier, J. and Nauroy, J. F. 1991. January. Behavior of pile plug in sandy soils during and after driving. In Offshore Technology Conference. Offshore Technology Conference.

4. Chin, F. K. 1970. Estimation of the ultimate load of piles from tests not carried to failure. In Proc. 2nd Southeast Asian Conference on Soil Engineering, Singapore.

5. Chow, F. 1997. Investigations into the behaviour of displacement piles for offshore structures (Doctoral dissertation, Ph. D. thesis, University of London Imperial College, London).

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