In-situ permeability evaluation of rock masses at the engineering scale is crucial for deep energy extraction and subsurface energy material sequestration, including CO2, hydrogen, and nuclear waste storage. Compared to laboratory-scale tests, this approach more accurately reflects the seepage behavior of rocks under their original in-situ conditions. This study proposes a theoretical method for calculating the in-situ gas permeability of rock masses at the engineering scale, systematically analyzing key parameters that influence permeability results. Special emphasis is placed on determining and conducting sensitivity analyses of the effective testing radius. Through simulated engineering-scale permeability tests under in-situ conditions and comparative analysis with core-scale results, it is observed that permeability values differ by no more than a factor of three. This discrepancy is primarily attributed to the confining pressure of 0.8 MPa applied during core-scale tests and the presence of interconnected pores and microcracks induced by local air bubbles during the casting process. Based on these findings, a series of pilot field tests were conducted in a deep underground laboratory and in both coal and sandstone roadways of a coal mine in Shandong Province, utilizing a self-developed portable in-situ gas permeability testing system. The results demonstrate that the proposed method and integrated system exhibit strong adaptability, stability, and repeatability across diverse engineering scenarios, thereby facilitating effective evaluation of rock mass permeability and grouting effectiveness. This research offers a novel technical pathway and theoretical foundation for the in-situ assessment of reservoir exploitability and the sealing performance of barrier systems in deep subsurface energy material sequestration projects.
LIU et al. (Sun,) studied this question.