The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand

被引:88
作者
Clayton, CRI [1 ]
Priest, JA
Best, AI
机构
[1] Univ Southampton, Sch Civil Engn & Environm, Southampton SO9 5NH, Hants, England
[2] Southampton Oceanog Ctr, Challenger Div Seafloor Proc, Southampton, Hants, England
来源
GEOTECHNIQUE | 2005年 / 55卷 / 06期
关键词
dynamics; laboratory tests; offshore engineering;
D O I
10.1680/geot.2005.55.6.423
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:423 / 434
页数:12
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