Wang En, Yin Shuaifeng, Chen Xuexi, Gao Ze, Sun Aiguo, Yan Yitao
School of Mine Safety, North China Institute of Science and Technology, Langfang, 065201, China.
Hebei Key Laboratory of Mine Intelligent Unmanned Mining Technology, North China Institute of Science and Technology, Beijing, Beijing, 101601, China.
Sci Rep. 2025 Jan 15;15(1):1979. doi: 10.1038/s41598-025-86269-4.
The soft-rock roadways in kilometer-deep coal mines are often damaged by large deformation and have to be periodically expanded and repaired, which seriously restricts the safe and efficient production of coal mines. A typical soft-rock roadway in a kilometer-deep coal mine is selected as the engineering, and the main reasons for roadway deformation are analyzed, and the ground stress and mechanical characteristics are obtained. The Flac numerical model, which can accurately reflect the deformation characteristics of surrounding rock in kilometer-deep soft-rock roadway, has been constructed, and the evolution laws of stress field and its damage mechanism have been analyzed with the vertical stress, vertical displacement and plastic zone. The damage range of roadway surrounding rock is elucidated by endoscopic observation, and the synergistic control technology of support and modification is proposed. The on-site engineering application is carried out in Qianyingzi Coal Mine, and the results show that the collaborative control technology of support and modification ensures the safety and stability of deep soft-rock roadway. The results provide important and preliminary technical references for realizing safe and intelligent mining in coal mines.
千米深井煤矿中的软岩巷道常因大变形而受损,不得不定期扩修,这严重制约了煤矿的安全高效生产。选取千米深井煤矿中的一条典型软岩巷道作为工程实例,分析巷道变形的主要原因,获取地应力及力学特性。构建了能准确反映千米深井软岩巷道围岩变形特征的Flac数值模型,并通过垂直应力、垂直位移和塑性区分析了应力场的演化规律及其损伤机制。通过内窥镜观测阐明了巷道围岩的损伤范围,并提出了支护与改性协同控制技术。在前营子煤矿进行了现场工程应用,结果表明支护与改性协同控制技术确保了深部软岩巷道的安全稳定。研究结果为实现煤矿安全智能开采提供了重要的初步技术参考。