深部软岩条件下巷道支护方案改进及围岩失稳圈试验

Zhang Xiaoyu, Jiang Yuannan, Li Tao, T. Zhigang
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引用次数: 0

摘要

利用围岩失稳圈支护理论,在进行支护设计前,采用BA-II型围岩失稳圈测试仪对新开挖的+588m水平主巷20m软岩巷道进行了失稳圈试验。通过对试验结果的分析,得出软岩巷道的失稳圈范围为1.06 ~ 1.70m。根据试验结果,对巷道支护方案进行了改进,为类似工程地质条件下的软岩巷道支护设计提供了技术参考。
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The Supporting Scheme Improvement and Surrounding Rock Unstable Circle Test of the Roadway under the Conditions of Soft Rock in Deep Coal
Using the supporting theory of Surrounding Rock unstable circle, before supporting design, BA-II unstable circle tester of surrounding rock is used to test the unstable circle of the new excavated 20m soft rock roadway of +588m level main roadway. Analysis of the test result concludes that the unstable circle of soft rock roadway range from 1.06 to 1.70m. According to the test result, the roadway supporting scheme is improved, and provides technical reference for the soft rock roadway supporting design under similar engineering geology conditions.
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