TY - JOUR
T1 - Wellbore stability in high-temperature granite under true triaxial stress
AU - Goto, Ryota
AU - Sakaguchi, Kiyotoshi
AU - Parisio, Francesco
AU - Yoshioka, Keita
AU - Pramudyo, Eko
AU - Watanabe, Noriaki
N1 - Funding Information:
This study was supported in part by the Japan Society for the Promotion of Science (JSPS) through Grants-in-Aid for Scientific Research (B) [Grant Number 17H03504], Challenging Research (Pioneering) [Grant Number 21K18200], and JSPS Fellows [Grant Number 20J2020108]. This study was also supported by JSPS and the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) under the Joint Research Program (JRPs-LEAD with DFG) [Grant Number JPJSJRP20181605]. K.Y. was funded by the German Federal Ministry of Education and Research (BMBF) for the GeomInt project [Grant Number 03G0866A], within the BMBF Geoscientific Research Program “Geo:N Geosciences for Sustainability.” F.P. was funded by DFG, Project number PA 3451/1–1. The authors would also like to thank Toei Scientific Industrial Co., Ltd., for manufacturing the experimental system.
Funding Information:
This study was supported in part by the Japan Society for the Promotion of Science (JSPS) through Grants-in-Aid for Scientific Research (B) [Grant Number 17H03504], Challenging Research (Pioneering) [Grant Number 21K18200], and JSPS Fellows [Grant Number 20J2020108]. This study was also supported by JSPS and the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) under the Joint Research Program (JRPs-LEAD with DFG) [Grant Number JPJSJRP20181605]. K.Y. was funded by the German Federal Ministry of Education and Research (BMBF) for the GeomInt project [Grant Number 03G0866A], within the BMBF Geoscientific Research Program “Geo:N Geosciences for Sustainability.” F.P. was funded by DFG, Project number PA 3451/1–1. The authors would also like to thank Toei Scientific Industrial Co. Ltd. for manufacturing the experimental system. The data supporting the findings of this study are available from the corresponding author upon reasonable request.
Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2022/3
Y1 - 2022/3
N2 - Supercritical/superhot geothermal success depends on successful drilling. However, wellbore stability in supercritical environments has not been investigated because imposing sufficient stress on high-temperature granite with true triaxial loading is difficult. We conducted wellbore failure experiments on 200–450 °C granite under true triaxial stress, including deformation and acoustic emission measurements, and post-experiment thin section observations. Wellbore failure initiated at stress states consistent with existing brittle failure criterion at the studied temperatures. Using breakout geometry for in situ stress estimation may be difficult as shear failure propagation is suppressed at high temperatures; however, boreholes may be inherently stable in high-temperature environments.
AB - Supercritical/superhot geothermal success depends on successful drilling. However, wellbore stability in supercritical environments has not been investigated because imposing sufficient stress on high-temperature granite with true triaxial loading is difficult. We conducted wellbore failure experiments on 200–450 °C granite under true triaxial stress, including deformation and acoustic emission measurements, and post-experiment thin section observations. Wellbore failure initiated at stress states consistent with existing brittle failure criterion at the studied temperatures. Using breakout geometry for in situ stress estimation may be difficult as shear failure propagation is suppressed at high temperatures; however, boreholes may be inherently stable in high-temperature environments.
KW - AE
KW - Granite
KW - High temperature
KW - Supercritical geothermal environment
KW - Superhot geothermal environment
KW - True triaxial stress
KW - Wellbore failure
KW - acoustic emissions
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U2 - 10.1016/j.geothermics.2021.102334
DO - 10.1016/j.geothermics.2021.102334
M3 - Article
AN - SCOPUS:85121646326
SN - 0375-6505
VL - 100
JO - Geothermics
JF - Geothermics
M1 - 102334
ER -