中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Mechanical properties of consolidated water-saturated natural gas hydrate-bearing silty-clayey sediments under undrained shearing conditions

文献类型:期刊论文

作者Wang, Aowang3; Zhang, Chenyi3; Luo, Tingting3; Ma, Chaozheng3; Zhao, Yi3; You, Zeshao2; Sun, Xiang2; Li, Yanghui1; Song, Yongchen1; Yang, Weihao3
刊名INTERNATIONAL JOURNAL OF HYDROGEN ENERGY
出版日期2025-01-20
卷号99页码:996-1009
关键词Natural gas hydrate Silty-clayey sediment Water saturation Undrained shearing Mechanical properties Strength
ISSN号0360-3199
DOI10.1016/j.ijhydene.2024.12.271
英文摘要The South China Sea (SCS) is known for its abundant natural gas hydrate (NGH) resources, where hosts a reservoir matrix predominantly composed of silts and clays and is characterized by low permeability and a relatively shallow burial depth. These inherent characteristics render the extraction of hydrate more challenging, underscoring the critical importance of investigating the mechanical properties of the reservoir under undrained conditions. To this end, the geological conditions of hydrate reservoir in the SCS are simulated, and the consolidated undrained shearing test of hydrate-bearing silty-clayey sediments under different hydrate saturation and effective confining pressure conditions are carried out in this study. The results show that the strength, stiffness, and cohesion of these sediments experience a significant increase with rising hydrate saturation and effective confining pressure. Notably, the cohesion can increase by up to 150% at a 25% hydrate saturation level. Conversely, the internal friction angle exhibits a slight decrease from 33.43 degrees to 32.06 degrees. The pore water pressure within the sediments increases nonlinearly with axial strain, eventually reaching a stable state. High levels of hydrate saturation substantially elevate pore water pressure at low effective confining pressures, but this effect is less pronounced under high effective confining pressure conditions. The volumetric deformation of the sediments follows a pattern of initial shearing shrinkage followed by dilation of volume, culminating in a final volume change of less than 0.5%. The presence of hydrate not only increases the initial and final porosity of the sediments but also significantly bolsters their resistance to deformation. There is a tendency for the pore volume to contract when deviatoric stress is dominant, and an opposing trend when pore water pressure is the dominant factor. This study aspires to offer theoretical support for the investigation into the influence of NGH on the mechanical properties of silty-clayey reservoirs under undrained conditions.
资助项目National Natural Science Founda-tion of China[42106210]
WOS研究方向Chemistry ; Electrochemistry ; Energy & Fuels
语种英语
WOS记录号WOS:001393379100001
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/37802]  
专题中科院武汉岩土力学所
通讯作者Luo, Tingting
作者单位1.Dalian Univ Technol, Key Lab Ocean Energy Utilizat & Energy Conservat, Minist Educ, Dalian 116024, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
3.China Univ Min & Technol, Sch Mech & Civil Engn, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
推荐引用方式
GB/T 7714
Wang, Aowang,Zhang, Chenyi,Luo, Tingting,et al. Mechanical properties of consolidated water-saturated natural gas hydrate-bearing silty-clayey sediments under undrained shearing conditions[J]. INTERNATIONAL JOURNAL OF HYDROGEN ENERGY,2025,99:996-1009.
APA Wang, Aowang.,Zhang, Chenyi.,Luo, Tingting.,Ma, Chaozheng.,Zhao, Yi.,...&Yang, Weihao.(2025).Mechanical properties of consolidated water-saturated natural gas hydrate-bearing silty-clayey sediments under undrained shearing conditions.INTERNATIONAL JOURNAL OF HYDROGEN ENERGY,99,996-1009.
MLA Wang, Aowang,et al."Mechanical properties of consolidated water-saturated natural gas hydrate-bearing silty-clayey sediments under undrained shearing conditions".INTERNATIONAL JOURNAL OF HYDROGEN ENERGY 99(2025):996-1009.

入库方式: OAI收割

来源:武汉岩土力学研究所

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