Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure

D. S. Liyanapathirana; A. J. Deeks; M. F. Randolph

Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure

D. S. Liyanapathirana
, A. J. Deeks
, M. F. Randolph

University of Western Australia

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

This paper presents a new finite element procedure which simulates the large accumulated displacements of open-ended piles subjected to multiple hammer blows. Using this numerical procedure, development of yielded zone, build-up of residual stresses and flow of soil around the pile are studied when the pile is subjected to multiple hammer blows. Finally, using this procedure, driving of a pile from the soil surface is studied. The ability to analyse this is the main advantage of this new finite element procedure.

Original language	English
Title of host publication	Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999
Editors	J S Chung, T Matsui, W Koterayama, J S Chung, T Matsui, W Koterayama
Publisher	International Society of Offshore and Polar Engineers
Pages	700-705
Number of pages	6
ISBN (Print)	1880653400
Publication status	Published - 1999
Externally published	Yes
Event	Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference - Brest, France Duration: 30 May 1999 → 4 Jun 1999

Conference

Conference	Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference
Country/Territory	France
City	Brest
Period	30/05/99 → 4/06/99

Keywords

Eulerian formulation
Finite element method
Large deformations
Open-ended piles
Pile driving
Residual stresses

Cite this

Liyanapathirana, D. S., Deeks, A. J., & Randolph, M. F. (1999). Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure. In J. S. Chung, T. Matsui, W. Koterayama, J. S. Chung, T. Matsui, & W. Koterayama (Eds.), Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999 (pp. 700-705). International Society of Offshore and Polar Engineers.

Liyanapathirana, D. S. ; Deeks, A. J. ; Randolph, M. F. / Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure. Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999. editor / J S Chung ; T Matsui ; W Koterayama ; J S Chung ; T Matsui ; W Koterayama. International Society of Offshore and Polar Engineers, 1999. pp. 700-705

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title = "Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure",

abstract = "This paper presents a new finite element procedure which simulates the large accumulated displacements of open-ended piles subjected to multiple hammer blows. Using this numerical procedure, development of yielded zone, build-up of residual stresses and flow of soil around the pile are studied when the pile is subjected to multiple hammer blows. Finally, using this procedure, driving of a pile from the soil surface is studied. The ability to analyse this is the main advantage of this new finite element procedure.",

keywords = "Eulerian formulation, Finite element method, Large deformations, Open-ended piles, Pile driving, Residual stresses",

author = "Liyanapathirana, \{D. S.\} and Deeks, \{A. J.\} and Randolph, \{M. F.\}",

year = "1999",

language = "English",

isbn = "1880653400",

pages = "700--705",

editor = "Chung, \{J S\} and T Matsui and W Koterayama and Chung, \{J S\} and T Matsui and W Koterayama",

booktitle = "Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999",

publisher = "International Society of Offshore and Polar Engineers",

note = "Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference ; Conference date: 30-05-1999 Through 04-06-1999",

}

Liyanapathirana, DS, Deeks, AJ & Randolph, MF 1999, Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure. in JS Chung, T Matsui, W Koterayama, JS Chung, T Matsui & W Koterayama (eds), Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999. International Society of Offshore and Polar Engineers, pp. 700-705, Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference, Brest, France, 30/05/99.

Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure. / Liyanapathirana, D. S.; Deeks, A. J.; Randolph, M. F.
Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999. ed. / J S Chung; T Matsui; W Koterayama; J S Chung; T Matsui; W Koterayama. International Society of Offshore and Polar Engineers, 1999. p. 700-705.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

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N2 - This paper presents a new finite element procedure which simulates the large accumulated displacements of open-ended piles subjected to multiple hammer blows. Using this numerical procedure, development of yielded zone, build-up of residual stresses and flow of soil around the pile are studied when the pile is subjected to multiple hammer blows. Finally, using this procedure, driving of a pile from the soil surface is studied. The ability to analyse this is the main advantage of this new finite element procedure.

AB - This paper presents a new finite element procedure which simulates the large accumulated displacements of open-ended piles subjected to multiple hammer blows. Using this numerical procedure, development of yielded zone, build-up of residual stresses and flow of soil around the pile are studied when the pile is subjected to multiple hammer blows. Finally, using this procedure, driving of a pile from the soil surface is studied. The ability to analyse this is the main advantage of this new finite element procedure.

KW - Eulerian formulation

KW - Finite element method

KW - Large deformations

KW - Open-ended piles

KW - Pile driving

KW - Residual stresses

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BT - Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999

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A2 - Chung, J S

A2 - Matsui, T

A2 - Koterayama, W

PB - International Society of Offshore and Polar Engineers

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Liyanapathirana DS, Deeks AJ, Randolph MF. Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure. In Chung JS, Matsui T, Koterayama W, Chung JS, Matsui T, Koterayama W, editors, Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 1), Brest, France, 30 May - 4 June 1999. International Society of Offshore and Polar Engineers. 1999. p. 700-705

Analysis of open-ended piles subjected to multiple hammer blows using a large-strain finite element procedure

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