对超细尾矿的空间强度分布模式和微观结构特征的研究 - - 凝固糊补充填充的研究
Yuye Tan1,2, Yiding Li3,4, Xin Yu5
1State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education, University of Science and Technology Beijing, Beijing, 100083, China. tanyuye@ustb.edu.cn.
Scientific reports
|January 2, 2025
概括
超细尾矿的机械强度 (UCPB) 由于颗粒沉积而在地下堆中空间变化. 了解这种空间效应对于在采矿操作中设计安全有效的回填至关重要.
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
- 材料科学 材料科学 材料科学
背景情况:
- 超精细尾矿水泥糊补充 (UCPB) 对于地下矿山的稳定性至关重要.
- 没有完全理解UCPB机械强度的空间分布.
- 颗粒沉积显著影响回填材料的性能.
研究的目的:
- 为了研究UCPB机械强度在地下站点的空间分布.
- 阐明空间强度变化背后的微观机制.
- 为优化回填设计和采矿操作提供见解.
主要方法:
- 使用金矿超精细尾矿建造一个回填模型.
- 从不同的空间位置制造和测试UCPB标本.
- 对单轴压力强度,剪切强度和三轴试验数据的分析.
- 使用计算机断层扫描 (CT) 和扫描电子显微镜 (SEM) 进行微观结构分析.
主要成果:
- UCPB表现出一个独特的空间强度分布模式.
- 粒子沉积效应被确定为空间强度变化的主要原因.
- 孔径和颗粒大小分布与观察到的强度差异相关.
- CT和SEM揭示了与粒子沉积和强度相关的微机制.
结论:
- UCPB的机械强度受到其在某个位置内的空间位置的显著影响.
- 粒子沉积是驱动空间强度异质性的关键微机制.
- 在UCPB强度设计中,必须考虑采矿口和填充口的位置.
- 这项研究为填埋研究和实际矿山设计提供了宝贵的指导.
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