TY - JOUR
T1 - Investigation of the effect of initial structure and loading condition on the deformation, strength, and failure characteristics of continental shale
AU - Duan, Yongting
AU - Feng, Xia-Ting
AU - Li, Xiao
AU - Ranjith, Pathegama Gamage
AU - Yang, Baicun
AU - Gu, Liangjie
AU - Li, Yu
N1 - Funding Information:
The authors thank the Editor and the anonymous reviewer for their helpful and constructive comments. This work was funded by the National Natural Science Foundation of China (42102309, 42007243 and 41227901), the Fundamental Research Funds for the Central Universities (N2101032), and the China Postdoctoral Science Foundation (2021M690562). We would like to thank Rui Kong and Wenyuan Gao (Northeastern University) for their assistance with the true triaxial compression and the thin section observation tests, and Bo Zheng, Tianqiao Mao and Erchao Li (Institute of Geology and Geophysics, Chinese Academy of Sciences) for their assistance with the CT scanning tests.
Funding Information:
The authors thank the Editor and the anonymous reviewer for their helpful and constructive comments. This work was funded by the National Natural Science Foundation of China (42102309, 42007243 and 41227901), the Fundamental Research Funds for the Central Universities (N2101032), and the China Postdoctoral Science Foundation (2021M690562). We would like to thank Rui Kong and Wenyuan Gao (Northeastern University) for their assistance with the true triaxial compression and the thin section observation tests, and Bo Zheng, Tianqiao Mao and Erchao Li (Institute of Geology and Geophysics, Chinese Academy of Sciences) for their assistance with the CT scanning tests.
Publisher Copyright:
© 2022, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
PY - 2022/11/23
Y1 - 2022/11/23
N2 - The study of the mechanical characteristics of lamellar continental shale is of great theoretical and application value for unconventional shale oil production. In this study, four cuboid continental shale specimens were subjected to true triaxial compression tests to investigate their deformation, strength, and failure characteristics. The initial structures were analysed at three observational scales using optical photography, three-dimensional microscopic and thin section observations. Specimens were tested under different intermediate stresses and the force–displacement data in three directions were monitored. The failure characteristics were studied using optical photography and non-destructive X-ray computed tomography (CT). It was found that the continental shale specimens had high heterogeneity and were composed of a large number of natural fractures and lamina with uneven thicknesses, and the macroscopic mineral bands were of two main types: those mixed with clay minerals and those mixed with quartz, feldspar and mica minerals. Under four applied stress conditions, the shale deformation stiffness increases with the increasing horizontal stress difference, and the peak strength of continental shale conforms to the Mogi-Coulomb criterion. The failure mode of continental shale interacts with natural horizontal fractures and new inclined/vertical fractures which develop along the direction of intermediate principal stress. With increasing horizontal stress differences, the inclined shear cracks are flatter, the horizontal crack and the connection between horizontal cracks with oblique/vertical cracks are more obvious. The initial structural characteristics and the stress conditions jointly affect the stress–strain curve response with stress fluctuation points and crack characteristics in "bricklaying" form, producing a stress–structure-controlled failure mode. These conclusions have value for engineering applications and provide theoretical guidance for the design of continental shale oil recovery schemes.
AB - The study of the mechanical characteristics of lamellar continental shale is of great theoretical and application value for unconventional shale oil production. In this study, four cuboid continental shale specimens were subjected to true triaxial compression tests to investigate their deformation, strength, and failure characteristics. The initial structures were analysed at three observational scales using optical photography, three-dimensional microscopic and thin section observations. Specimens were tested under different intermediate stresses and the force–displacement data in three directions were monitored. The failure characteristics were studied using optical photography and non-destructive X-ray computed tomography (CT). It was found that the continental shale specimens had high heterogeneity and were composed of a large number of natural fractures and lamina with uneven thicknesses, and the macroscopic mineral bands were of two main types: those mixed with clay minerals and those mixed with quartz, feldspar and mica minerals. Under four applied stress conditions, the shale deformation stiffness increases with the increasing horizontal stress difference, and the peak strength of continental shale conforms to the Mogi-Coulomb criterion. The failure mode of continental shale interacts with natural horizontal fractures and new inclined/vertical fractures which develop along the direction of intermediate principal stress. With increasing horizontal stress differences, the inclined shear cracks are flatter, the horizontal crack and the connection between horizontal cracks with oblique/vertical cracks are more obvious. The initial structural characteristics and the stress conditions jointly affect the stress–strain curve response with stress fluctuation points and crack characteristics in "bricklaying" form, producing a stress–structure-controlled failure mode. These conclusions have value for engineering applications and provide theoretical guidance for the design of continental shale oil recovery schemes.
KW - Computed tomography (CT)
KW - Horizontal stress difference
KW - Lamellar continental shale
KW - Stress–structure-controlled failure mode
KW - Unconventional oil
UR - https://www.scopus.com/pages/publications/85142450035
U2 - 10.1007/s40948-022-00521-z
DO - 10.1007/s40948-022-00521-z
M3 - Article
AN - SCOPUS:85142450035
SN - 2363-8419
VL - 8
JO - Geomechanics and Geophysics for Geo-Energy and Geo-Resources
JF - Geomechanics and Geophysics for Geo-Energy and Geo-Resources
IS - 6
M1 - 207
ER -