Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading

C. Niemann; O. Reul; Y. Tian; C. D. O’Loughlin; M. J. Cassidy

doi:10.1201/9780429438660-110

Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading

C. Niemann, O. Reul, Y. Tian, C. D. O’Loughlin, M. J. Cassidy

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

2 Citations (Scopus)

Abstract

As part of a research project to develop a framework for quantifying cyclic effects on piles, centrifuge model tests on single piles and pile groups in dry silica sand have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. The piles were subjected to lateral 1-way and 2-way cyclic loading, investigating the vertical and horizontal load-displacement behaviour. Strain gauges located along the pile shaft provided information about the bending behaviour. This paper presents the tests on single piles and highlights the influence of load type, cyclic load amplitude and number of cycles on the observed response. As a characteristic value for the general bearing behaviour, the cyclic performance of the modulus of subgrade reaction is calculated additionally.

Original language	English
Title of host publication	Physical Modelling in Geotechnics
Editors	Andrew McNamara, Sam Divall, Richard Goodey, Neil Taylor, Sarah Stallebrass, Jignasha Panchal
Publisher	CRC Press
Pages	731-736
Number of pages	6
ISBN (Print)	9781138559752
DOIs	https://doi.org/10.1201/9780429438660-110
Publication status	Published - 2018
Event	9th International Conference on Physical Modelling in Geotechnics, ICPMG 2018 - London, United Kingdom Duration: 17 Jul 2018 → 20 Jul 2018 Conference number: 9

Publication series

Name	Physical Modelling in Geotechnics
Volume	1

Conference

Conference	9th International Conference on Physical Modelling in Geotechnics, ICPMG 2018
Abbreviated title	ICPMG 2018
Country/Territory	United Kingdom
City	London
Period	17/07/18 → 20/07/18

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10.1201/9780429438660-110

Cite this

Niemann, C., Reul, O., Tian, Y., O’Loughlin, C. D., & Cassidy, M. J. (2018). Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading. In A. McNamara, S. Divall, R. Goodey, N. Taylor, S. Stallebrass, & J. Panchal (Eds.), Physical Modelling in Geotechnics (pp. 731-736). (Physical Modelling in Geotechnics; Vol. 1). CRC Press. https://doi.org/10.1201/9780429438660-110

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title = "Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading",

abstract = "As part of a research project to develop a framework for quantifying cyclic effects on piles, centrifuge model tests on single piles and pile groups in dry silica sand have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. The piles were subjected to lateral 1-way and 2-way cyclic loading, investigating the vertical and horizontal load-displacement behaviour. Strain gauges located along the pile shaft provided information about the bending behaviour. This paper presents the tests on single piles and highlights the influence of load type, cyclic load amplitude and number of cycles on the observed response. As a characteristic value for the general bearing behaviour, the cyclic performance of the modulus of subgrade reaction is calculated additionally.",

author = "C. Niemann and O. Reul and Y. Tian and O{\textquoteright}Loughlin, {C. D.} and Cassidy, {M. J.}",

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note = "9th International Conference on Physical Modelling in Geotechnics, ICPMG 2018, ICPMG 2018 ; Conference date: 17-07-2018 Through 20-07-2018",

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Niemann, C, Reul, O, Tian, Y, O’Loughlin, CD & Cassidy, MJ 2018, Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading. in A McNamara, S Divall, R Goodey, N Taylor, S Stallebrass & J Panchal (eds), Physical Modelling in Geotechnics. Physical Modelling in Geotechnics, vol. 1, CRC Press, pp. 731-736, 9th International Conference on Physical Modelling in Geotechnics, ICPMG 2018, London, United Kingdom, 17/07/18. https://doi.org/10.1201/9780429438660-110

Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading. / Niemann, C.; Reul, O.; Tian, Y. et al.
Physical Modelling in Geotechnics. ed. / Andrew McNamara; Sam Divall; Richard Goodey; Neil Taylor; Sarah Stallebrass; Jignasha Panchal. CRC Press, 2018. p. 731-736 (Physical Modelling in Geotechnics; Vol. 1).

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

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T1 - Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading

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AB - As part of a research project to develop a framework for quantifying cyclic effects on piles, centrifuge model tests on single piles and pile groups in dry silica sand have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. The piles were subjected to lateral 1-way and 2-way cyclic loading, investigating the vertical and horizontal load-displacement behaviour. Strain gauges located along the pile shaft provided information about the bending behaviour. This paper presents the tests on single piles and highlights the influence of load type, cyclic load amplitude and number of cycles on the observed response. As a characteristic value for the general bearing behaviour, the cyclic performance of the modulus of subgrade reaction is calculated additionally.

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ER -

Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading

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