Methane hydrates are ice-like compounds that can exist only under restricted thermobaric conditions, at low temperatures or under high ambient pressure. They are important because of their potential contributions as a future source of energy, to global warming, and as a possible trigger for long run-out submarine slope instability. This paper describes laboratory experiments to synthesise disseminated methane hydrates and to characterise them under small-strain dynamic loading in the resonant column apparatus. The effects of depositing varying quantities of methane hydrate within a sand are investigated by reference to their shear and bulk modulus, and damping, over a range of isotropic effective stress. Results are compared with those obtained on the same sand without hydrate bonding and after dissociation.
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August 2005
Research Article|
August 01 2005
The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand Available to Purchase
C. R. I. Clayton;
C. R. I. Clayton
*
School of Civil Engineering and the Environment, University of Southampton
UK
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J. A. Priest;
J. A. Priest
*
School of Civil Engineering and the Environment, University of Southampton
UK
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A. I. Best
A. I. Best
†
Challenger Division for Seafloor Processes, Southampton Oceanography Centre
UK
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Publisher: Emerald Publishing
Received:
June 07 2004
Accepted:
April 01 2005
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2005 Thomas Telford Ltd
2005
Geotechnique (2005) 55 (6): 423–434.
Article history
Received:
June 07 2004
Accepted:
April 01 2005
Citation
Clayton CRI, Priest JA, Best AI (2005), "The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand". Geotechnique, Vol. 55 No. 6 pp. 423–434, doi: https://doi.org/10.1680/geot.2005.55.6.423
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