地下铁矿悬挂墙中的地面运动与急剧入的不连续性:一个案例研究
Tianlong Wang1,2, Congxin Chen1,2, Kaizong Xia1,2
1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071 Hubei People's Republic of China.
下层洞穴导致地面运动影响表面结构. 的入不连续性驱动独特的悬挂墙故障机制,包括翻倒和断层滑动,导致不同的岩石质量区域.
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:
- 下层洞穴采矿需要了解地面运动,以确保安全.
- 表面设施和住宅区需要保护免受采矿引起的地面变形.
研究的目的:
- 调查表面和漂移故障行为.
- 揭示悬挂墙地面运动的机制.
- 开发一个地下洞穴挖掘的地面运动模型.
主要方法:
- 现场故障调查和监控数据分析.
- 岩石质量破裂的理论分析.
- 模拟围绕挂墙的岩石作为悬臂梁.
主要成果:
- 由于在现场的水平地面应力,水平移位至关重要.
- 加快的表面运动与漂移失效相关.
- 急剧入的不连续性导致独特的翻转和故障滑动机制.
结论:
- 提出了一种涉及断层滑动和岩石柱倒塌的新型地面运动机制.
- 围绕岩石质量的高峰可以划分为六个不同的区域.
- 了解这些机制可以提高地下采矿操作的安全性.
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