通过将多种方法结合起来,对徐峰山1号道的卸载损害演变和岩石爆炸风险评估进行了评估
Guo Xiang1, Xiaohua Zhang1, Shengnian Wang1,2
1College of Transportation Science and Engineering, Nanjing Tech University, Nanjing, 211816, China.
Scientific reports
|January 15, 2025
概括
在深的道中发生的岩石破裂灾难是复杂的. 这项研究表明,道挖掘会造成大量的卸载损害,在徐峰山1号道的55.7%显示了潜在的岩石爆裂,深度随着深度的增加而增加.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 道工程 道工程是指道工程.
背景情况:
- 高压和深埋的道面临着巨大的岩石爆裂风险.
- 准确的预测和理解岩石爆裂机制仍然是一个挑战.
研究的目的:
- 为了调查卸载损坏,岩石爆裂的演变,以及Xuefengshan No.1道的变形故障.
- 分析应力,位移和能量释放对道稳定性的影响.
- 用多种方法评估岩石爆破风险.
主要方法:
- 在现场进行压力钻探测试.
- 结合有限元和离散元模拟.
- 理论计算和地缘压力逆转.
- 能量方法和应力强度比率方法.
主要成果:
- 卸载损伤和应力释放在道反向和腰部最为突出.
- 卸载区内的排位显示了对称的分布.
- 花岩和石板遭受的损害比砂岩更大.
- 大约55.7%的道长度 (6500米) 有潜在的岩石爆裂风险.
- 岩石破裂的可能性随着埋葬深度的增加而增加,特别是在300米以上.
结论:
- 在高压环境中挖掘道会引发大量的卸载损坏和岩石破裂风险.
- 了解应力分布,位移和能量释放对于稳定性评估至关重要.
- 该研究为深道中岩石爆破风险评估提供了有价值的数据.
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