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- W3000992302 abstract "In this study, the stability of an underground limestone mine was evaluated by studying the hydro-mechanical characteristics of the rock mass. The hydrogeologic properties of the rock mass were estimated from literature reviews on the subject and field observations of rock discontinuities, A three-dimensional hydrogeologic model was constructed from rainfall and groundwater level records of the studied area. The groundwater inflow and the pore pressure distribution within the fractured rock mass were analyzed using numerical analysis software. The results showed that, considering the porewater pressure within the fractured rock mass, calculated values for the factors of safety of the pillars were mostly greater than 1.3 at the studied mine. However, these values were about 18% lower than those of the presumed dry rock mass, which revealed the fact that the effective stress analysis using porewater pressure should be adopted, as the mining operation continues below the groundwater level." @default.
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- W3000992302 date "2019-12-01" @default.
- W3000992302 modified "2023-09-24" @default.
- W3000992302 title "Stability Assessment of an Underground Limestone Mine Considering Hydro-Mechanical Characteristics of Fractured Rock Mass" @default.
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- W3000992302 doi "https://doi.org/10.32390/ksmer.2019.56.6.573" @default.
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