高级检索

锚杆和简化液压支架联合支护下巷道临界应力并行计算方法

Parallel computation method for critical stress of roadway with a combination of bolts and a simplified hydraulic support

  • 摘要: 临界应力是评估冲击地压矿井巷道安全性的基础指标。目前,多采用理论公式进行估算,但适用性有限。历时10余年自主研发的岩层运动GPU并行计算系统StrataKing(王之岩层)具有高效率、高精度和大规模计算能力以及鲜明的矿业特色,已经与冲击地压扰动响应失稳理论相结合,展现了高性能计算用于冲击地压研究的巨大潜能。介绍了StrataKing用于锚杆和液压支架联合支护下巷道临界应力计算取得的研究成果,其中允许锚杆拉断,允许液压支架开裂。首先,开展了锚杆拉拔力学行为和液压支架力学行为模拟,以验证支护构件模拟方法的正确性。然后,针对实际情况,开展了锚杆和液压支架联合支护下巷道临界应力计算,并监测了顶板下沉量和两帮移近量等的演化规律。为了进行对比研究,还开展了锚杆支护和无支护下巷道临界应力计算。最后,为了验证该研究方法的正确性和优势,还将该研究结果与基于冲击地压扰动响应失稳理论的巷道临界应力理论结果进行了对比。研究发现,锚杆和液压支架联合支护下巷道的临界应力最高,这对于防冲更有利。锚杆和液压支架联合支护对巷道顶板的保护作用更好,但对于两帮的保护作用有限。基于StrataKing的锚杆和液压支架联合支护下巷道临界应力的计算结果远大于理论结果,大于经由拟合曲线获得的修正系数修正后的结果,但小于经由最大修正系数修正后的结果。和理论计算相比,巷道临界应力的数值计算更适于实际复杂情形,可使冲击地压预防更加科学。StrataKing可为冲击地压矿井巷道安全性评价提供强大的算力支撑,助力煤炭行业数字化转型和高质量发展。

     

    Abstract: The critical stress is a foundation for evaluating the safety of roadways in rockburst coal mines. Currently, theoretical formulas are widely used to estimate the critical stress, possessing limited applicability. The self-developed StrataKing (a GPU parallel computing system for strata movement), undergoing development over a decade, demonstrates high efficiency, high precision, large-scale computational capability, and apparent mining features, and has been combined with the disturbance response instability theory of rockbursts to investigate the critical stress-impact energy index relation of the circular roadway under hydrostatic pressure and without supports, exhibiting a great potential of high-performance computing in rockbursts. Numerical results of the critical stress of the roadway with a combination of bolts and a hydraulic support were obtained by use of StrataKing, in which the bolt is allowed to break and the hydraulic support is allowed to crack. Firstly, the mechanical behaviors of the tensile bolt and the hydraulic support were modeled to validate the correctness of the numerical method for supporting components. Then, for an actual case, the critical stress of the roadway with a combination of bolts and a hydraulic support was calculated, and evolution of the roof subsidence and displacements at two sides were monitored. For comparison, the critical stresses of roadways with bolts and without were also calculated. Finally, to demonstrate the correctness and advantages of the proposed method, the results obtained in this study were compared with the theoretical critical stresses based on the disturbance response instability theory of rockbursts. Results show that the critical stress is highest for the roadway with a combination of bolts and a hydraulic support, which is more effective for prevention of rockbursts. A combination of the bolts and a hydraulic support provides a better protective effect for the roadway roof, not for two sides of the roadway. The critical stress calculated by use of StrataKing for the roadway with a combination of bolts and a hydraulic support is significantly higher than the theoretical result without correction, higher than the theoretical result corrected by a fitted curve-based modification coefficient, but lower than the theoretical result corrected by the maximum modification coefficient. Compared with the theoretical calculation, the numerical simulation of the critical stress is more suitable for actual complex cases. Thus, prevention of rockbursts is more scientific. StrataKing can provide a powerful computing power support for the safe assessment of roadways in rockburst coal mines, helpful for the digital transformation and high-quality development of the coal industry.

     

/

返回文章
返回