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Study on stability of shaft surrounding rock under adjacent shafts mining disturbance in underground mine

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Significant findings indicate that the maximum displacement of surrounding rock in shafts reached 0.048 m during mining phases.
The study employs a refined three-dimensional model using the Rhino-FLAC3D method for accurate simulation in mining contexts.
Plastic zones developed along goaf peripheries were found within safe distances from adjacent shafts, maintaining structural integrity.
Mining disturbance effects increased with shaft depth, yet stability of main and auxiliary shafts was upheld, reinforcing operational safety.

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Observational analysis reveals minimal structural impacts on shafts during mining disturbance, indicating stable conditions.

Wang et al. (2025) studied this question.

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