中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Anisotropic mechanical behavior of ultra-deep shale under high in-situ stress, a case study in the Luzhou block of the southern Sichuan Basin, China

文献类型:期刊论文

作者Zhao, Guokai1; Guo, Yintong2; Yang, Chunhe1,2; Wang, Lei2; Guo, Wuhao2; Yang, Hanzhi1; Wu, Xiaolong1; Liu, Hejuan2
刊名INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
出版日期2023-10-01
卷号170页码:15
关键词Ultra-deep formation Shale Mechanical behavior Brittleness Anisotropy Energy
ISSN号1365-1609
DOI10.1016/j.ijrmms.2023.105536
英文摘要The safe and efficient development of ultra-deep shale gas deeper than 4500 m is closely related to the comprehensive evaluation of the mechanical behavior, brittleness and anisotropy characteristics of reservoir rocks under in-situ stress conditions. However, the above-mentioned information about ultra-deep shale is rarely reported. This study aims to fill this gap by systematically investigating the mechanical and anisotropic char-acteristics of cores, with 0 degrees and 90 degrees bedding orientations, from different layers in the vertical depth of 4900-4930 m, under confining pressure of 110 MPa. Furthermore, a new brittleness index with three parts related to brittle failure, i.e., the energy storage performance in the pre-peak stage, the performance of elastic energy used to maintain the post-peak failure, and the severity of the energy released during the post-peak stage, all of which are physically meaningful, was proposed. Subsequently, the index was validated and applied to the brittleness evaluation of ultra-deep reservoir rocks. The brittleness was evaluated in the following descending order: black shale of Longmaxi Formation > gray-black shale of Wufeng Formation > limestone of Baota Formation. Overall, the Wufeng-Longmaxi Formation shale still exhibits brittle failure under such high confining pressure, while the Baota Formation limestone exhibits quasi-ductile failure, which is consistent with the phenomenological behavior of cores. Further, various experimental techniques have been employed to study the brittle and quasi-ductile failure mechanisms of reservoir rocks. The anisotropy evaluation results show that the anisotropy degree of the mechanical and brittleness parameters corresponding to the deep formation is signifi-cantly lower than that of the shallow formation. The anisotropy degree of strength and deformation parameters (Young's modulus, Poisson's ratio) is closely related to the content of quartz and clay minerals, respectively. The above results are expected to provide data support and theoretical guidance for the development of deep and ultra-deep shale gas in the southern Sichuan region of China.
资助项目National Natural Science Foundation of China[52104010] ; National Natural Science Foundation of China[52104046] ; CAS Pioneer Hundred Tal-ents Program[2017-124]
WOS研究方向Engineering ; Mining & Mineral Processing
语种英语
WOS记录号WOS:001048882400001
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/39196]  
专题中科院武汉岩土力学所
通讯作者Guo, Yintong
作者单位1.Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
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Zhao, Guokai,Guo, Yintong,Yang, Chunhe,et al. Anisotropic mechanical behavior of ultra-deep shale under high in-situ stress, a case study in the Luzhou block of the southern Sichuan Basin, China[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,2023,170:15.
APA Zhao, Guokai.,Guo, Yintong.,Yang, Chunhe.,Wang, Lei.,Guo, Wuhao.,...&Liu, Hejuan.(2023).Anisotropic mechanical behavior of ultra-deep shale under high in-situ stress, a case study in the Luzhou block of the southern Sichuan Basin, China.INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,170,15.
MLA Zhao, Guokai,et al."Anisotropic mechanical behavior of ultra-deep shale under high in-situ stress, a case study in the Luzhou block of the southern Sichuan Basin, China".INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES 170(2023):15.

入库方式: OAI收割

来源:武汉岩土力学研究所

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