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The Effects of Hydrate on the Strength and Stiffness of Some Sands.

Authors :
Madhusudhan, B. N.
Clayton, C. R. I.
Priest, J. A.
Source :
Journal of Geophysical Research. Solid Earth. Jan2019, Vol. 124 Issue 1, p65-75. 11p.
Publication Year :
2019

Abstract

Gas hydrates can form more or less at the same time as seafloor sediment. They can have the effect of significantly stiffening and strengthening deep‐ocean sediments. Subsequent increases in situ temperature or decreases in pressure may trigger hydrate dissociation, leading to large reductions in the strength and stiffness of the sediment and possible seafloor instability. Gas hydrate dissociation not only removes cementing. It also releases freshwater and significant amounts of trapped gas that are dependent on multiple factors such as type of sediment, available pore space, hydrate morphology, and hydrate saturation. The presence of pock marks in areas of known seabed instability suggests that hydrate dissociation may have been a factor in triggering failure at these locations. Having reviewed the mechanisms by which the strength and stiffness of seabed sediment may be changed during dissociation, this paper reports the results of laboratory testing to evaluate the effects of loss of hydrate cement on strength and stiffness, for a range of sand‐sized materials with differing particle size, specific surface area, and particle shape, using a laboratory gas hydrate triaxial apparatus. The results suggest that both the strength and the stiffness of hydrate‐cemented granular materials are affected significantly by the specific surface available for hydrate cementation and, to a certain extent, by the particle shape. Uniform coarse granular sediments of lower specific surface area can suffer significant loss of stiffness and strength upon hydrate dissociation, changing the sediment from dilative to contractive. Finer‐grained sediments appear less affected by dissociation. Key Points: The effect of methane hydrate cement on the strength and stiffness of four different sands was determined from laboratory testsMeasurements were made using very small strain probe tests during hydrate formation (using the excess gas method), and at failureParticle size, sphericity, and platyness have considerable and complex effects on the stiffness and strength of hydrate‐bearing sediment [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
21699313
Volume :
124
Issue :
1
Database :
Academic Search Index
Journal :
Journal of Geophysical Research. Solid Earth
Publication Type :
Academic Journal
Accession number :
134931266
Full Text :
https://doi.org/10.1029/2018JB015880