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Mems accelerometers for measuring dynamic penetration events in geotechnical centrifuge tests

Mems accelerometers for measuring dynamic penetration events in geotechnical centrifuge tests
Mems accelerometers for measuring dynamic penetration events in geotechnical centrifuge tests

Micro-electro mechanical system (MEMS) accelerometers are small, inexpensive sensors that have only recently been used in geotechnical centrifuge tests. This is unlike piezoelectric accelerometers, which are by comparison large and expensive but have been used extensively in geotechnical centrifuge tests over the past couple of decades. This paper examines the response of a single-axis ¡500g MEMS accelerometer under both static and dynamic conditions in a centrifuge environment. The potential for MEMS accelerometers to be used to measure the depth of objects buried in soil is examined and the achievable resolution is discussed. Unlike piezoelectric accelerometers, which only measure changes in acceleration, MEMS accelerometers can measure both constant and changing accelerations. The merit of this feature is demonstrated through tests in which MEMS and piezoelectric accelerometers are embedded within a dynamically installed model anchor. The MEMS accelerometer is capable of measuring accelerations during both the free-fall phase and the soil embedment phase, whereas the piezoelectric accelerometer is only able to measure the changing accelerations that dominate during the soil embedment phase. Velocity profiles derived from numerical integration of the MEMS accelerations give mudline anchor velocities that agree with independent measurements and anchor embedment depths that agree with direct measurements.

Anchors & anchorages/geotechnical engineering/offshore engineering
1346-213X
31-39
O’Loughlin, Conleth D.
d2821636-d20b-4fea-82fb-c1c64b53433c
Gaudin, Christophe
fb56af7b-bc67-429c-a507-d26249fba84d
Morton, John P.
28a2a0d9-4c7a-47b3-8769-ba76a1c4fd88
White, David J.
a986033d-d26d-4419-a3f3-20dc54efce93
O’Loughlin, Conleth D.
d2821636-d20b-4fea-82fb-c1c64b53433c
Gaudin, Christophe
fb56af7b-bc67-429c-a507-d26249fba84d
Morton, John P.
28a2a0d9-4c7a-47b3-8769-ba76a1c4fd88
White, David J.
a986033d-d26d-4419-a3f3-20dc54efce93

O’Loughlin, Conleth D., Gaudin, Christophe, Morton, John P. and White, David J. (2014) Mems accelerometers for measuring dynamic penetration events in geotechnical centrifuge tests. International Journal of Physical Modelling in Geotechnics, 14 (2), 31-39. (doi:10.1680/ijpmg.13.00020).

Record type: Article

Abstract

Micro-electro mechanical system (MEMS) accelerometers are small, inexpensive sensors that have only recently been used in geotechnical centrifuge tests. This is unlike piezoelectric accelerometers, which are by comparison large and expensive but have been used extensively in geotechnical centrifuge tests over the past couple of decades. This paper examines the response of a single-axis ¡500g MEMS accelerometer under both static and dynamic conditions in a centrifuge environment. The potential for MEMS accelerometers to be used to measure the depth of objects buried in soil is examined and the achievable resolution is discussed. Unlike piezoelectric accelerometers, which only measure changes in acceleration, MEMS accelerometers can measure both constant and changing accelerations. The merit of this feature is demonstrated through tests in which MEMS and piezoelectric accelerometers are embedded within a dynamically installed model anchor. The MEMS accelerometer is capable of measuring accelerations during both the free-fall phase and the soil embedment phase, whereas the piezoelectric accelerometer is only able to measure the changing accelerations that dominate during the soil embedment phase. Velocity profiles derived from numerical integration of the MEMS accelerations give mudline anchor velocities that agree with independent measurements and anchor embedment depths that agree with direct measurements.

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More information

Published date: 1 June 2014
Keywords: Anchors & anchorages/geotechnical engineering/offshore engineering

Identifiers

Local EPrints ID: 419765
URI: http://eprints.soton.ac.uk/id/eprint/419765
ISSN: 1346-213X
PURE UUID: 5af3a360-a83a-441a-af9d-0d1713948b01
ORCID for David J. White: ORCID iD orcid.org/0000-0002-2968-582X

Catalogue record

Date deposited: 20 Apr 2018 16:30
Last modified: 16 Mar 2024 04:32

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Contributors

Author: Conleth D. O’Loughlin
Author: Christophe Gaudin
Author: John P. Morton
Author: David J. White ORCID iD

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