The rock mass around deep roadways has obvious creep characteristics in high-stress environments. Meanwhile, the cyclic impact load induced by roof fracturing also causes dynamic damage to the surrounding rock, leading to long-term large deformation. This paper examined the rock mass deformation mechanism around deep roadways based on the theory of rock creep perturbation effect considering perturbation sensitive zone. This study proposed a long-term stability control guideline for deep roadways under dynamic load. An innovative support system was developed for deep roadways, with concrete-filled steel tubular support being recommended as the main supporting body. A case study was conducted to validate the proposed supporting system. Monitoring over one year in the case study mine showed that the overall convergence deformation of the roadway was 35 mm, indicating that the roadway's long-term large deformation induced by creep perturbation was effectively controlled by using the proposed bearing circle support system.
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| http://www.ncbi.nlm.nih.gov/pmc/articles/PMC9995326 | PMC |
| http://dx.doi.org/10.1038/s41598-023-30792-9 | DOI Listing |
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