高应力软岩巷道底鼓机理及多维控制技术研究

Heave mechanism and multidimensional control technology of soft rock roadway with high stress

  • 摘要: 本研究旨在探究高应力软岩巷道底鼓的形成机理及其控制技术,以提高深部矿井的安全生产水平。研究通过理论分析、数值模拟和工程实践,系统探讨了高应力软岩巷道底鼓的力学特征、应力分布规律以及围岩岩性对底鼓的影响。结果表明,高应力软岩巷道底鼓是应力重分布、塑性变形、时间效应和非线性变形等多因素共同作用的结果,其中,围岩岩性特别是黏土矿物含量,对底鼓发展有显著影响。基于对底鼓机理的深入理解,提出了包括卸压技术、加固技术和防治水技术在内的多维控制技术体系。实践证明,爆破卸压可有效改变应力分布,锚杆(索)加固能显著提高底板稳定性,而防治水措施则可减缓底鼓发展,从而为解决深部高应力软岩巷道底鼓问题提供理论依据和技术支撑,对提高矿井安全生产水平具有重要意义。

     

    Abstract: The purpose of this study is to investigate the mechanism of formation of heave in high stress soft rock roadway and its control technology to improve the level of production safety in deep mines.Through theoretical analysis, numerical simulation and engineering practice, we systematically explored the mechanical characteristics of the heave of high-stress soft rock roadway, the laws of stress distribution, and the influence of surrounding rock's lithology on the heave.The results showed that the heave of the high-stress soft rock roadway is the result of a combination of stress distribution, plastic deformation, time effects and nonlinear deformation, where the surrounding rock's lithology, especially the clay mineral content, has a significant influence on the development of the heave.Based on an in-depth understanding of the heave mechanism, a multidimensional control technology system including pressure relief technology, reinforcement technology and water prevention technology has been proposed.Practice has proved that blasting pressure relief can effectively change the stress distribution, anchor(cable) reinforcement can significantly improve the stability of the floor, and water control measures can slow the development of heave.

     

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