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Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance
https://orcid.org/https://orcid.org/0000-0002-7820-4834
https://orcid.org/https://orcid.org/0000-0003-2809-4646
https://orcid.org/https://orcid.org/0000-0003-1760-2895
https://orcid.org/https://orcid.org/0000-0001-9315-9288
https://orcid.org/https://orcid.org/0000-0003-1311-8078
Aiming at roadway rockbursts induced by near-field dynamic disturbances, this study explored the mechanical response and failure mechanism of anchored roadway surrounding rocks under this condition through the similarity simulation experiment and theoretical modeling analysis. Results show that the greater the disturbance energy is, the stronger mechanical response of surrounding rocks while the faster its attenuation. The starting acceleration amplitude is relatively smaller while the braking acceleration amplitude is larger in the bolt densification area, which has a better self-stabilizing ability. Anchored roadway surrounding rocks exhibit local impact failure characteristics, and the region facing disturbance is most seriously damaged. The bolt-mesh-cable support structure shows the good resistance to low-energy disturbances, while the impact failure is induced with damages inside support structure increasing abruptly under high-energy disturbances. The impact resistance of local surrounding rocks can be improved by bolt densification. Based on the failure criterion, the surrounding rocks only undergo impact failure in the region facing disturbance, while quasi-static failure occurs in remaining regions. The experimental and theoretical research results have been verified through in-situ measurements, which can provide an important reference for the mechanism and prevention of roadway rockburst under near-field dynamic disturbance.
Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance
https://orcid.org/https://orcid.org/0000-0002-7820-4834
https://orcid.org/https://orcid.org/0000-0003-2809-4646
https://orcid.org/https://orcid.org/0000-0003-1760-2895
https://orcid.org/https://orcid.org/0000-0001-9315-9288
https://orcid.org/https://orcid.org/0000-0003-1311-8078
Aiming at roadway rockbursts induced by near-field dynamic disturbances, this study explored the mechanical response and failure mechanism of anchored roadway surrounding rocks under this condition through the similarity simulation experiment and theoretical modeling analysis. Results show that the greater the disturbance energy is, the stronger mechanical response of surrounding rocks while the faster its attenuation. The starting acceleration amplitude is relatively smaller while the braking acceleration amplitude is larger in the bolt densification area, which has a better self-stabilizing ability. Anchored roadway surrounding rocks exhibit local impact failure characteristics, and the region facing disturbance is most seriously damaged. The bolt-mesh-cable support structure shows the good resistance to low-energy disturbances, while the impact failure is induced with damages inside support structure increasing abruptly under high-energy disturbances. The impact resistance of local surrounding rocks can be improved by bolt densification. Based on the failure criterion, the surrounding rocks only undergo impact failure in the region facing disturbance, while quasi-static failure occurs in remaining regions. The experimental and theoretical research results have been verified through in-situ measurements, which can provide an important reference for the mechanism and prevention of roadway rockburst under near-field dynamic disturbance.
Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance
https://orcid.org/https://orcid.org/0000-0002-7820-4834
https://orcid.org/https://orcid.org/0000-0003-2809-4646
https://orcid.org/https://orcid.org/0000-0003-1760-2895
https://orcid.org/https://orcid.org/0000-0001-9315-9288
https://orcid.org/https://orcid.org/0000-0003-1311-8078
Aiming at roadway rockbursts induced by near-field dynamic disturbances, this study explored the mechanical response and failure mechanism of anchored roadway surrounding rocks under this condition through the similarity simulation experiment and theoretical modeling analysis. Results show that the greater the disturbance energy is, the stronger mechanical response of surrounding rocks while the faster its attenuation. The starting acceleration amplitude is relatively smaller while the braking acceleration amplitude is larger in the bolt densification area, which has a better self-stabilizing ability. Anchored roadway surrounding rocks exhibit local impact failure characteristics, and the region facing disturbance is most seriously damaged. The bolt-mesh-cable support structure shows the good resistance to low-energy disturbances, while the impact failure is induced with damages inside support structure increasing abruptly under high-energy disturbances. The impact resistance of local surrounding rocks can be improved by bolt densification. Based on the failure criterion, the surrounding rocks only undergo impact failure in the region facing disturbance, while quasi-static failure occurs in remaining regions. The experimental and theoretical research results have been verified through in-situ measurements, which can provide an important reference for the mechanism and prevention of roadway rockburst under near-field dynamic disturbance.
Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance
KSCE J Civ Eng
Wang, Zhengyi (author) / Dou, Linming (author) / Wang, Guifeng (author) / He, Jiang (author) / Hu, Jincheng (author)
KSCE Journal of Civil Engineering ; 28 ; 2454-2468
2024-06-01
15 pages
Article (Journal)
Electronic Resource
English
Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance
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