中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Mechanical behavior of hydrate-bearing sands with fine particles under isotropic and triaxial compression

文献类型:期刊论文

作者Zhou, Jiazuo1; Yang, Zhoujie2; Wei, Changfu1,2; Chen, Pan1; Yan, Rongtao2
刊名JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING
出版日期2021-08-01
卷号92期号:-页码:12
关键词Mechanical properties Isotropic compression Triaxial test Hydrate-bearing sediment Fine particles
ISSN号1875-5100
DOI10.1016/j.jngse.2021.103991
英文摘要The presence of fine particles has a significant impact on the mechanical behavior of hydrate-bearing sediments. In this study, a series of isotropic compression and triaxial tests were conducted using a customized testing system for the hydrate-bearing sediment. Carbon dioxide hydrate was formed in the host sediments, which were mixtures of sand and silty-sized quartzitic or illite fine particles. The isotropic and triaxial compression tests offered valuable datasets of the compression and the swelling indices, yielding stress, strength, stiffness, and dilatancy for hydrate-bearing sediments. The results highlighted that the addition of illite particles enhances compressibility but restricts stiffness and dilatancy. The strength is highly increased by hydrate saturation and less dependent on the mineralogy of fine particles. The cohesion is significantly enhanced by the hydrate saturation due to cementation. With the increasing hydrate saturation, the angle of internal friction increases slightly at lower hydrate saturation but it decreases slightly at higher hydrate saturation. The experimental results and mechanism analysis can be used to assess the stability of the hydrate reservoir under methane-carbon dioxide replacement and provide a reference to estimate the mechanical properties of the methane hydrate reservoir.
资助项目National Natural Science Foundation of China[51939011] ; National Natural Science Foundation of China[11962004]
WOS研究方向Energy & Fuels ; Engineering
语种英语
WOS记录号WOS:000659183800004
出版者ELSEVIER SCI LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/27429]  
专题中科院武汉岩土力学所
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Hubei, Peoples R China
2.Guilin Univ Technol, Coll Civil Engn & Architecture, Guangxi Key Lab New Energy & Bldg Energy Saving, Guilin, Guangxi, Peoples R China
推荐引用方式
GB/T 7714
Zhou, Jiazuo,Yang, Zhoujie,Wei, Changfu,et al. Mechanical behavior of hydrate-bearing sands with fine particles under isotropic and triaxial compression[J]. JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING,2021,92(-):12.
APA Zhou, Jiazuo,Yang, Zhoujie,Wei, Changfu,Chen, Pan,&Yan, Rongtao.(2021).Mechanical behavior of hydrate-bearing sands with fine particles under isotropic and triaxial compression.JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING,92(-),12.
MLA Zhou, Jiazuo,et al."Mechanical behavior of hydrate-bearing sands with fine particles under isotropic and triaxial compression".JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING 92.-(2021):12.

入库方式: OAI收割

来源:武汉岩土力学研究所

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