Modelling the dynamic pile-soil-pile interaction in a multi-layered half-space
Modelling the dynamic pile-soil-pile interaction in a multi-layered half-space
Within the context of railway ground-borne vibration, the dynamic pile-soil-pile interaction remains an area that has not been sufficiently investigated. Whilest a number of researchers have scrutinised the vibration response of piled-foundations, their approaches exhibit a compromise between computation time and solution accuracy. In this paper, two models of piled-foundations in a multi-layered half-space are presented; one is an efficient semi-analytical model and another is a fully-coupled boundary element model. The pile is simulated, in both models, by an elastic bar for axial loading and an Euler-Bernoulli beam for transverse loading. A set of comparisons has been performed, including the driving point response of a single pile, the interaction between two piles and the 'far-field' response due to axial and transverse loading on the pile's head. The comparisons reveal that the semianalytical model predicts at most frequencies the driving point response and the dynamic interaction with acceptable accuracy and computational efficiency. It is also highlighted that the semi-analytical model with its present assumptions does not accurately approximate the 'far-field' response
Hamad, Waleed
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Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Hunt, Hugh
1bc35072-298e-4176-a922-151f4a71f5e4
Hussein, M.F.M.
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Thompson, D.J.
bca37fd3-d692-4779-b663-5916b01edae5
Talbot, James
43203727-3b3a-4362-9385-f6dff4796def
1 June 2015
Hamad, Waleed
64e8b19b-9a4f-4df8-810d-0c98864ced47
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Hunt, Hugh
1bc35072-298e-4176-a922-151f4a71f5e4
Hussein, M.F.M.
3535c131-1710-4edc-a4a1-8fe67dee3f67
Thompson, D.J.
bca37fd3-d692-4779-b663-5916b01edae5
Talbot, James
43203727-3b3a-4362-9385-f6dff4796def
Hamad, Waleed, Ntotsios, Evangelos, Hunt, Hugh, Hussein, M.F.M., Thompson, D.J. and Talbot, James
(2015)
Modelling the dynamic pile-soil-pile interaction in a multi-layered half-space.
10th European Congress and Exposition on Noise Control Engineering (EURONOISE), Maastricht, Netherlands.
31 May - 03 Jun 2015.
6 pp
.
Record type:
Conference or Workshop Item
(Paper)
Abstract
Within the context of railway ground-borne vibration, the dynamic pile-soil-pile interaction remains an area that has not been sufficiently investigated. Whilest a number of researchers have scrutinised the vibration response of piled-foundations, their approaches exhibit a compromise between computation time and solution accuracy. In this paper, two models of piled-foundations in a multi-layered half-space are presented; one is an efficient semi-analytical model and another is a fully-coupled boundary element model. The pile is simulated, in both models, by an elastic bar for axial loading and an Euler-Bernoulli beam for transverse loading. A set of comparisons has been performed, including the driving point response of a single pile, the interaction between two piles and the 'far-field' response due to axial and transverse loading on the pile's head. The comparisons reveal that the semianalytical model predicts at most frequencies the driving point response and the dynamic interaction with acceptable accuracy and computational efficiency. It is also highlighted that the semi-analytical model with its present assumptions does not accurately approximate the 'far-field' response
Text
Modelling the dynamic pile-soil-pile interaction in a multi-layered half-space.pdf
- Accepted Manuscript
More information
Published date: 1 June 2015
Venue - Dates:
10th European Congress and Exposition on Noise Control Engineering (EURONOISE), Maastricht, Netherlands, 2015-05-31 - 2015-06-03
Organisations:
Dynamics Group
Identifiers
Local EPrints ID: 378761
URI: http://eprints.soton.ac.uk/id/eprint/378761
PURE UUID: d0822a64-8353-4464-bebe-4f7bcaf13be4
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Date deposited: 16 Jul 2015 09:05
Last modified: 15 Mar 2024 03:48
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Contributors
Author:
Waleed Hamad
Author:
Hugh Hunt
Author:
M.F.M. Hussein
Author:
James Talbot
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