Mechanical behavior of gas-saturated methane hydrate-bearing sediments

被引:252
作者
Hyodo, Masayuki [1 ]
Li, Yanghui [1 ,2 ]
Yoneda, Jun [3 ]
Nakata, Yukio [1 ]
Yoshimoto, Norimasa [1 ]
Nishimura, Akira [1 ]
Song, Yongchen [2 ]
机构
[1] Yamaguchi Univ, Dept Civil & Environm Engn, Ube, Yamaguchi 755, Japan
[2] Dalian Univ Technol, Minist Educ, Key Lab Ocean Energy Utilizat & Energy Conservat, Dalian 116024, Liaoning, Peoples R China
[3] Natl Inst Adv Ind Sci & Technol, Tsukuba, Ibaraki, Japan
基金
日本学术振兴会;
关键词
methane hydrate; mechanical behavior; gas-saturated; triaxial test; STRENGTH; ICE; PRESSURES; BOUNDARY; OFFSHORE; SAND;
D O I
10.1002/2013JB010233
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
A series of triaxial compression tests were conducted in order to investigate the mechanical behavior of gas-saturated methane hydrate-bearing sediments, and a comparison was made between gas-saturated and water-saturated specimens. Measurements on gas-saturated specimens indicate that (1) the larger the methane hydrate saturation, the larger the failure strength and the more apparent the shear dilation behavior; (2) failure strength and stiffness increase with increasing effective confining stress and pore pressure applied during compression, though the specimen becomes less dilative under higher effective confining stress; (3) lower temperatures lead to an increase of the stiffness and failure strength; (4) stiffness of specimens formed under lower pore pressure is higher than that of specimens formed under higher pore pressure but at the same effective stress; (5) stiffness and failure strength of gas-saturated specimens are higher than those of water-saturated specimens; (6) gas-saturated specimens show more apparent strain-softening behavior and larger volumetric strain than that of water-saturated specimens.
引用
收藏
页码:5185 / 5194
页数:10
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