使用物理模型测试和数值模拟来揭示停止崩的机制:一个案例研究
Ruichong Zhang1, Chengyu Xie2, Jiaozhong Chen3
1School of Resource Environment and Material Engineering, Guangxi University, Nanning, 530004, Guangxi, China.
Scientific reports
|January 29, 2026
概括
在金属矿大规模填充后,控制屋顶和岩石崩塌是具有挑战性的. 类似性实验和离散元素分析的联合方法有效地研究了崩机制,并验证了泥增强技术.
科学领域:
- 地质技术工程 地质技术工程
- 采矿工程 采矿工程 采矿工程
- 岩石机械学 岩石机械学
背景情况:
- 了解和控制屋顶和周围岩石的崩在大规模填充后的地下金属开采中至关重要.
- 现有的方法在准确模拟和减轻这些复杂的故障行为方面面临挑战.
研究的目的:
- 在大规模的填充后地下矿山中,在goaf故障后,研究屋顶和周围岩石的崩机制.
- 开发和验证一种全面的方法来研究和加强这些崩现象.
主要方法:
- 根据现场调查,为崩的压力引出门厚度公式.
- 实验室规模的相似性实验,以分析岩石裂变的动态冲击和空间影响.
- 离散元件方法 (3DEC) 模拟用于分析动态故障过程和稳定性演变.
- 使用新型模具和方法设计和测试现场接加固方案.
主要成果:
- 类似性实验准确地代表了屋顶和周围岩石在复杂的条件下崩.
- 3DEC的模拟与实验结果一致,显示了U形的崩区域和屋顶的最大位移.
- 泥增强方法的有效性与现场应用相一致.
- 新的接模具和方法提高了模拟效率和准确性.
结论:
- 结合物理和数值模拟的综合方法是可行的研究屋顶和周围的岩石控制后,塌后在填充的矿山.
- 开发的接技术为现场增强和稳定性控制提供了有效的解决方案.
- 这项研究为提高地下金属开采的安全性和运营效率提供了宝贵的见解.
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