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  Hydromechanical behaviors of andesite under different stress states during fluid injection

He, M., Li, Q., Li, X., Xu, L., Kühn, M. (2021): Hydromechanical behaviors of andesite under different stress states during fluid injection. - Journal of Rock Mechanics and Geotechnical Engineering, 13, 4, 727-744.
https://doi.org/10.1016/j.jrmge.2021.04.002

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 Creators:
He, Miao1, Author
Li, Qi1, Author
Li, Xiaying1, Author
Xu, Liang1, Author
Kühn, M.2, Author              
Affiliations:
1External Organizations, ou_persistent22              
23.4 Fluid Systems Modelling, 3.0 Geochemistry, Departments, GFZ Publication Database, Deutsches GeoForschungsZentrum, ou_146047              

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Free keywords: OPEN ACCESS. Water reinjection Stress state Hydromechanical (HM) coupling Injection-induced seismicity Numerical modeling
 Abstract: Water reinjection into the formation is an indispensable operation in many energy engineering practices. This operation involves a complex hydromechanical (HM) coupling process and sometimes even causes unpredictable disasters, such as induced seismicity. It is acknowledged that the relative magnitude and direction of the principal stresses significantly influence the HM behaviors of rocks during injection. However, due to the limitations of current testing techniques, it is still difficult to comprehensively conduct laboratory injection tests under various stress conditions, such as in triaxial extension stress states. To this end, a numerical study of HM changes in rocks during injection under different stress states is conducted. In this model, the saturated rock is first loaded to the target stress state under drainage conditions, and then the stress state is maintained and water is injected from the top to simulate the formation injection operation. Particular attention is given to the difference in HM changes under triaxial compression and extension stresses. This includes the differences in the pore pressure propagation, mean effective stress, volumetric strain, and stress-induced permeability. The numerical results demonstrate that the differential stress will significantly affect the HM behaviors of rocks, but the degree of influence is different under the two triaxial stress states. The HM changes caused by the triaxial compression stress states are generally greater than those of extension, but the differences decrease with increasing differential stress, indicating that the increase in the differential stress will weaken the impact of the stress state on the HM response. In addition, the shear failure p otential of fracture planes with various inclination angles is analyzed and summarized under different stress states. It is recommended that engineers could design suitable injection schemes according to different tectonic stress fields versus fault occurrence to reduce the risk of injection-induced seismicity.

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Language(s): eng - English
 Dates: 2021-04-032020-12-172021-04-142021-05-022021
 Publication Status: Finally published
 Pages: 21
 Publishing info: -
 Table of Contents: -
 Rev. Type: Internal
 Identifiers: DOI: 10.1016/j.jrmge.2021.04.002
GFZPOF: p4 T8 Georesources
OATYPE: Hybrid Open Access
 Degree: -

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Title: Journal of Rock Mechanics and Geotechnical Engineering
Source Genre: Journal, SCI, Scopus, oa
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Pages: - Volume / Issue: 13 (4) Sequence Number: - Start / End Page: 727 - 744 Identifier: CoNE: https://gfzpublic.gfz-potsdam.de/cone/journals/resource/180703
Publisher: Elsevier