The discrete fracture process zone of shale on micrometer scale
被引:2
|
作者:
Zhang, Min
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机构:
China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
Zhang, Min
[1
]
Zhang, Guangqing
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机构:
China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
China Univ Petr, State Key Lab Petr Resources & Engn, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
Zhang, Guangqing
[1
,2
]
Chen, Lei
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机构:
China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
SINOPEC, Petr Explorat & Prod Res Inst, Beijing 100083, Peoples R ChinaChina Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
Chen, Lei
[1
,3
]
Sun, Wei
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机构:
China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
Sun, Wei
[1
]
机构:
[1] China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
[2] China Univ Petr, State Key Lab Petr Resources & Engn, Beijing 102249, Peoples R China
[3] SINOPEC, Petr Explorat & Prod Res Inst, Beijing 100083, Peoples R China
Shale heterogeneity;
Digital image correlation;
Fracture propagation;
Fracture process zone;
DIGITAL IMAGE CORRELATION;
TOUGHNESS;
BEHAVIOR;
SANDSTONE;
FIELDS;
SIZE;
DEFORMATION;
MICROSCALE;
TENSILE;
ANGLES;
D O I:
10.1016/j.ijrmms.2024.105679
中图分类号:
P5 [地质学];
学科分类号:
0709 ;
081803 ;
摘要:
In the shale formations stimulated by hydraulic fracturing, the development of micro-fractures invariably results in macro-fracture propagation and connects nano pore spaces, whose characteristics defined as a fracture process zone (FPZ) previously considered to be a crack zone ahead of a fracture, dominate fracturing process. However, there is still a lack of understanding of how micro-cracks nucleate to form FPZ and control fracture propagation. This paper reports on a discrete FPZ comprising the discontinuous FPZ (DFPZ) and the continuous FPZ (CFPZ) for shales, based on scanning electron microscopy (SEM) and digital image correlation techniques (DIC) from threepoint bending tests of shale, resulting mainly from shale heterogeneity in micro-scale due to the components difference, characterized with nanoindentation tests. DIC shows that DFPZ precedes CFPZ, occurring at the edge of hard components, and DFPZ closes completely in shales of weak heterogeneity or partly in those of strong heterogeneity, when CFPZ or fracture initiates. However, DFPZ reopens afterwards when CFPZ or a fracture propagates. SEM shows DFPZ controls fracture kinking and branching of a main fracture, influencing mode I fracture toughness, which is prominent in shales of strong heterogeneity where the CFPZ reduces in length and DFPZ closes, and in shales of weak heterogeneity the main fracture formed by CFPZ and DFPZ connecting.
机构:
Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai, Peoples R China
Guizhou Univ, Space Struct Res Ctr, Guiyang, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai, Peoples R China
Tang, Yuxiang
Chen, Hongniao
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机构:
Guizhou Univ, Space Struct Res Ctr, Guiyang, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai, Peoples R China
Chen, Hongniao
Xiao, Jianzhuang
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机构:
Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai, Peoples R China
机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
University of Chinese Academy of Sciences, BeijingState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
Fu S.
Li H.
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机构:
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
University of Chinese Academy of Sciences, BeijingState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
Li H.
Li X.
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h-index: 0
机构:
Department of Civil and Mineral Engineering, University of Toronto, TorontoState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
Li X.
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering,
2022,
41
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: 2497
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2508