Abstract
Gas-bearing, coal-bearing rocks are affected by geological structures and mechanical disturbances. A stress environment exists in an unequal three-way pressure state. To determine the mechanisms of stress change that influence the fissure evolution in stratified coal under true triaxial conditions, different stratifications (vertical, horizontal and oblique stratifications) are experimentally studied based on coal gas permeability. The coal samples are investigated using scanning electron microscopy and transmission electron microscopy to analyze the microstructure differences of the coal samples before and after loading. The results show that the permeability of the different stratified coal samples is exponentially related to the maximum principal stress, the intermediate principal stress, the minimum principal stress and the effective stress. The initial permeability of the vertically stratified coal samples is only 13.5%, which is 22.2% of that for skewed bedding. The bedding direction has a significant effect on the seepage characteristics of the coal samples. In the past, most scholars ignored the influence of bedding when conducting permeability tests. The results of this paper have important theoretical and practical value for optimizing the parameters of gas drainage, increasing the gas drainage rate and reducing the “greenhouse effect” caused by gas emissions.
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Abbreviations
- \({\sigma _1}\) :
-
Maximum principal stress
- \({\sigma _2}\) :
-
Intermediate principal stress
- \({\sigma _3}\) :
-
Minimum principal stress
- D m :
-
Permeability loss of coal samples
- k 0 :
-
Permeability of the initial coal sample during loading
- k m :
-
Permeability of the coal sample at the end of the loading
- k b :
-
Minimum permeability value of the coal sample during the entire loading process
- \(\varepsilon _{{\text{v}}}^{{\text{P}}}\) :
-
Volumetric strain increment
- \({\varepsilon _{{\text{v}}i}}\;(i=1,2,3 \ldots ,n)\) :
-
Volumetric strain
- \({\varepsilon _{\text{v}}}\) :
-
Volume strain
- \({\varepsilon _1}\) :
-
Direction of the maximum principal stress
- \({\varepsilon _2}\) :
-
Direction of the intermediate principal stress
- \({\varepsilon _3}\) :
-
Direction of the minimum principal stress
- \(\tau\) :
-
Shear stress
- \({\sigma _{\text{m}}}\) :
-
Average normal stress
- \({\tau _\psi }\) :
-
Shear stress on the \(\psi\) plane
- \({\sigma _\psi }\) :
-
Normal stress on the \(\psi\) plane
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Acknowledgements
This work was supported by National Natural Science Foundation of China (51604101, 51704099, 51734007, 51774119, and 51604092), the National Key Research and Development Program of China (2018YFC0808103), the Doctoral Fund of Henan Polytechnic University (no. B2018-59), the State Key Laboratory Cultivation Base for Gas Geology and Gas Control (Henan Polytechnic University) (WS2017B06), the Henan Postdoctoral Foundation, and the Open Research Fund Program of Hunan Province Key Laboratory of Safe Mining Techniques Of Coal Mines (Hunan University of Science and Technology) (201502), the Open Research Fund Program of Hunan Province Key Laboratory of Safe Mining Techniques Of Coal Mines (Hunan University of Science and Technology) (201502).
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Liu, J., Gao, J., Zhang, X. et al. Experimental Study of the Seepage Characteristics of Loaded Coal Under True Triaxial Conditions. Rock Mech Rock Eng 52, 2815–2833 (2019). https://doi.org/10.1007/s00603-018-1720-x
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DOI: https://doi.org/10.1007/s00603-018-1720-x