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In situ seismic monitoring during centrifuge tests of jacked piles

In situ seismic monitoring during centrifuge tests of jacked piles
In situ seismic monitoring during centrifuge tests of jacked piles

Centrifuge tests simulating the installation of jacked piles were conducted in dense uniform fine silica sand. Seismic wave velocity distributions within the soil bed beneath and beside the pile were measured at various stages of pile penetration using accelerometer arrays and an air hammer vibration source. The pile penetration resistance and the concurrent variation of normalized G0 are presented. Consistent trends of G0 variation were observed and the local stress regime around the base and along the shaft was inferred. The observed stress distribution directly below the pile base is well-fitted by a cavity expansion analysis, and the stress distribution along the shaft provides evidence of friction fatigue and the conditions leading to set-up.

907-912
Taylor & Francis
Zhao, Y.
78c72228-a844-4e22-b5d0-99c6703bccf8
White, D.J.
a986033d-d26d-4419-a3f3-20dc54efce93
Bolton, M.D.
9fbf6ba8-1095-4220-a7f6-38f5463a58e7
Ng, C.W.W.
Zhao, Y.
78c72228-a844-4e22-b5d0-99c6703bccf8
White, D.J.
a986033d-d26d-4419-a3f3-20dc54efce93
Bolton, M.D.
9fbf6ba8-1095-4220-a7f6-38f5463a58e7
Ng, C.W.W.

Zhao, Y., White, D.J. and Bolton, M.D. (2006) In situ seismic monitoring during centrifuge tests of jacked piles. Ng, C.W.W. (ed.) In Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. vol. 1-2, Taylor & Francis. pp. 907-912 .

Record type: Conference or Workshop Item (Paper)

Abstract

Centrifuge tests simulating the installation of jacked piles were conducted in dense uniform fine silica sand. Seismic wave velocity distributions within the soil bed beneath and beside the pile were measured at various stages of pile penetration using accelerometer arrays and an air hammer vibration source. The pile penetration resistance and the concurrent variation of normalized G0 are presented. Consistent trends of G0 variation were observed and the local stress regime around the base and along the shaft was inferred. The observed stress distribution directly below the pile base is well-fitted by a cavity expansion analysis, and the stress distribution along the shaft provides evidence of friction fatigue and the conditions leading to set-up.

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More information

Published date: 2006
Venue - Dates: 6th International Conference on Physical Modelling in Geotechnics, ICPMG'06, , Hong Kong, Hong Kong, 2006-08-04 - 2006-08-06

Identifiers

Local EPrints ID: 420042
URI: http://eprints.soton.ac.uk/id/eprint/420042
PURE UUID: caa3dc22-8659-41fe-bc9c-17441f8a86ac
ORCID for D.J. White: ORCID iD orcid.org/0000-0002-2968-582X

Catalogue record

Date deposited: 25 Apr 2018 16:31
Last modified: 28 Feb 2024 03:01

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Contributors

Author: Y. Zhao
Author: D.J. White ORCID iD
Author: M.D. Bolton
Editor: C.W.W. Ng

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