International Journal of the JSRM
Online ISSN : 2189-8405
Current issue
Displaying 1-2 of 2 articles from this issue
  • Takuya ISHIBASHI, Hiroshi ASANUMA, Yusuke MUKUHIRA, Noriaki WATANABE
    2025 Volume 21 Issue 1 Article ID: 250101
    Published: 2025
    Released on J-STAGE: February 14, 2025
    JOURNAL OPEN ACCESS
    This article is summary of the paper published in “International Journal of Rock Mechanics and Mining Sciences” (Ishibashi et al., 2023a). To provide key parameters and constitutive laws essential for field-scale multiphysics simulations that accurately predict fracture network structures in enhanced geothermal systems (EGS) and resultant energy extraction, we investigate the comprehensive spectrum of hydraulic shear processes in granite fractures and reassess the connection between hydraulic and mechanical properties during shear slips. Key results from our novel laboratory experiments include the following: (1) Fracture permeability of granite increases due to hydraulic shear slip even at an effective normal stress exceeding 50 MPa, (2) Shear slip and stress drop are proportional, and the increase in fracture permeability correlates with the total shear slip displacement, and (c) although hydraulic shear slip tends to make fracture surfaces slightly smoother, the factual characteristics of surface are maintained after slip. By integrating our experimental results with seismological analysis, we first examine the energy balance during the hydraulic shearing of preexisting rock fractures and highlight the critical role of the elastic potential energy stored in the surrounding bulk rock masses. Subsequently, we derive a constitutive model that relates to the permeability change of granite fractures during hydraulic shearing under typical crustal stress conditions of EGS, estimating that the maximum change in fracture permeability due to shear dilation is approximately 20-fold, though scale effects are not considered. In summary, we successfully demonstrate novel and advanced insights into hydro-mechanical coupled processes during hydraulic shearing, aiming to improve the accuracy of fracture network designs in EGS technology.
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  • Koji HATA, Sumio NIUNOYA, Hirokazu FUJII
    2025 Volume 21 Issue 1 Article ID: 250102
    Published: 2025
    Released on J-STAGE: June 05, 2025
    JOURNAL OPEN ACCESS
    Excavation damaged zones are created when excavating underground caverns and generate AE at micro-amplitude. This research is a challenge to apply DAS with C-OTDR technology to AE measurement. The results of laboratory and in-situ experiments showed that differences in optical fiber specifications did not have a significant effect on AE measurements. In addition, it was found that source location can be identified in the same way as with conventional in-situ AE measurements. Furthermore, the monitoring range of conventional AE sensors is generally 5 m to 10 m, but the new method can extend the monitoring range to 35 m.
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