Abstract
As mines continue to deepen and become more expansive, active monitoring of larger volumes of rock mass will become more critical to calibrate numerical simulations and to ensure the safety of underground workers. Monitoring larger volumes of rock mass requires low-cost sensors which are simple in construction and installation. In this study, a novel hybrid optical fiber cable (HOFC) designed for use in distributed optical fiber sensing (DOFS) via grouted boreholes was employed to monitor a bulk mining operation in an underground metal mine. The HOFC was successfully used to monitor approximately 2.7 × 103 m3 of rock mass above excavations surrounding a pillar removal area in which six large pillars were removed simultaneously. A total of six measurement boreholes (maximum depth of 22 m) were used to measure strain along the optical fiber during the pillar removal operation using the HOFC, allowing for 70 individual strain measurement points, which were constructed for under one US dollar each. Monitoring of the excavation area took place over a 44-day period after pillar removal. Extensional strains were noted in the areas closest to the removed pillars, while areas of compression were noted directly above the remaining pillar in the area. The results of the case study demonstrate that a low-cost optical fiber strain sensing network can be rapidly installed in a large excavation area and can provide highly sensitive strain measurements in a manner that would be cost-prohibitive via other methods.
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Data Availability
The datasets generated and/or analyzed during the current study are available from the corresponding author on reasonable request.
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Funding
This research is funded by the National Institute of Safety and Health (NIOSH) under contract 75D30120C09233.
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Conceptualization: SN, TS, ME, and PB; sensor installation: SN, TS, PB, DG, and GW; data analysis: SN, DG, KK, and AK; manuscript preparation: SN, TS, ME, DG, KK, AK, and PB.
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Highlights
• A novel hybrid optical fiber cable (HOFC) is used with distributed strain sensing to quantify geomechanical deformation after a bulk mining/pillar removal operation at an active underground metal mine.
• The use of the novel fiber optic cable for distributed strain sensing in the pillar recovery area allowed for the simple collection of data over a large area from a single or few access points, in a manner which is impractical or excessively expensive using comparable sensing technologies, such as borehole extensometers.
• Strain measurements collected directly after bulk mining are presented and used to guide interpretations on rock mass behavior in response to rapid underground excavation.
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Nowak, S., Sherizadeh, T., Esmaeelpour, M. et al. Geomechanical Monitoring of an Underground Bulk Mining Operation Using a Novel Distributed Optical Fiber Strain Sensing Method. Mining, Metallurgy & Exploration 41, 1553–1565 (2024). https://doi.org/10.1007/s42461-024-00991-7
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DOI: https://doi.org/10.1007/s42461-024-00991-7